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1751 Beach Ave carraige hse SFR 2012 *� CITY OF ATLANTIC BEAM 800 SEMINOLE ROAD ' = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000282 Date 4/05/12 Property Address . . . . . . 1751 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 ---------------------------------------------------------------------------- Application desc SINGLE FAMILY DWELLING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GLENN GORDON S & DUNHAM CHRIS GRIDER CONSTRUCTION INC 1751 BEACH AVE 2057 VELA NORTE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 463-4606 --- Structure Information 000 000 CARRIAGE HOUSE BUILD Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 930 . 00 Plan Check Fee 465 . 00 Issue Date . . . . Valuation . . . . 250000 Expiration Date . . 10/02/12 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If fire sprinkler system is provided, contact Malcolm PERMIT IqUFMMAD ONI;yk-Cbfi6ACfq1 Ft4bP QM-iPWF XTQAiXW� @RDIAktkC& AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �r13 `'"" Page 2 Application Number . . . . . 12-00000282 Date 4/05/12 ---------------------------------------------------------------------------- Special Notes and Comments minimum, will require a double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications . Carriage house must be separately metered from main house . Approval is for Carriage House/Garage only. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 13 . 95 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 13 . 95 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 930 . 00 930 . 00 . 00 . 00 Plan Check Total 465 . 00 465 . 00 . 00 . 00 Other Fee Total 5652 . 90 5652 . 90 . 00 . 00 Grand Total 7047 . 90 7047 . 90 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 1"i"void 3 z33 Job Address: 1 ��" �a C�1 �' 1��1�1,1 �['c, Permit Number: r Legal Description �� ' Parcel# ' 'Floor Area of 1. sq.Ft. Sq.Ft Valuation of Work$ Z1!C l 6-O(?.00Proposed Work heated/cooled ] non-heated/cooled _ Class of Work(circle one). Nem Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial kesidential If an existing structure,is a fire sprinkler system installed? (Circle one): Tomes No C"/ ° Florida Product Approval # For multiple products use product approya orm Describe in detail the type of work to be performed:_copq . /70dtse G /Y Property Owner Information: Name. r ,`an ��10on 0hr 5i,t-)c ��►, l r� Address: City C 111-c— State CL zip _a.rj Phone 54- E-Mail or Fax# (Optional) C-_� c (H CC C , I)C t Contractor Information• (�i.,-`'Lrr-�E''ci�tc ` a Company Name: i� G � G Qua"ingAj�ent: �/�Address: 4 or •KG CityState /e ZiOfficePhone QiJob Site/Contact Numberx State Certification/Registration# �. (�RCOMPLIANCEArchitect Name&Phone# Aw t 2•Engineer's Name&Phone# 6 PE -1 ADIX110NA1 Fee Simple Title Holder Name and Address REQUIREMENTS AND CO Bonding Company Name and Address IM Mortgage Lender Name and Address DATE: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wall be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools, furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined thisapplication and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with wh her specs sed herein or not. The granting of a permit does not presume to gave authority to violate or cancel the provisions of any other feder 1,st e, o loc law regulating construction or the performance of construction. Signature of Owner nature of Contractor Print Name G o r c•)o n C 1 en n l e h r j5s 'el c Print Name .................................................................................................................... . ................ la. ....... 16 r* Karn ..................................................... Sworn to and subscr' fore me Swor ' and !giethis Da of 0 this a of7 20 1 a� e les o t �' �, gaHIR F Notary Pis * St*of N ary EXP ebruary 1'4.,2014 9� �.�� My Commission Expires 12/21/2015dPu�bltc Undenvpters 1.26.10 6OF F1.0 Commission No. EE 155135 Applicable Codes: 2007 Florida Bui ding Co e w 2009 Revisions Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space ! . >."Non-Habitable Impervious area Miscellaneous Information Occupancy Group ' Type of Construction Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone �► � Conditions/Comments: �� t tt �YJI1.f' y `�. 800 Seminole Road Atlantic Beach,Florida 32233 r s J Telephone(904)247-5800 ^` 1 FAX(904)247-5805 `V Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan-parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. Location of construction trailers, loading/unloading area and material storage area. 3. Location of chemical toilet area-chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction. 4. Location of dumpster-dumpster must be from approved waste company(in accordance with Chapter 16 City Code). As of 2009, approved dumpster companies for Ad.Beach are Advanced Disposal,Realco Recycling,and Shappells. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy or Completion. 5. Traffic control plan, showing access with dimensions,area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal,plastic and paper. 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion& Sediment Control Plan(silt fence, catch basin filters,etc.) until sod or other stabilization has been placed and approved by Public Works. 8. Other activities,where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 6/2009 NOTICE OF COMMENCEMENT � Permit No. p,' 0 a �. �".�"''� Tax Folio No. State of Florida, County of Duval LFILLE COPY]," THE UNDERSIGNED hereby give not C�made to certain real property in accordance with Chapter 713,Florida Statutes,the followoTiriat on'i's provi et mg*—I in this Notice of Commencement. 1. Description of property(legal description of prope5X and address if available): 'A1�{ , 2. General Description of improvements: `L�J C'c�5h2i Cin Cam y, 3. Owner Information: $ j 3 (PveeA5 i &.r fj¢Y- 2 ' a)Name and Address: b)Interest in property: Qw r)er 5 c)Name and address of simple titleholder(if other than owner): L-44 nee' 4. Contractor Information: a)Name and Address: G't n deC Con—SAILIC-h(An b)Phone Number: qc> 9 , LP 3 bcD r o 5. Surety Information: a)Name and Address: b)Phone Number: c)Amount of Bond: $ 6. Lender Information: i`)A- a)Name and Address: b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: b)Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b),Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9 Expiration date of Notice of Commencement(The expiration date is one (1)year from the date of Recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this day of /� Vl� , 20—�g d N0TARffUALIC,ATAT00F -�FLORIDA Print Name: U Z- -S/1 pl ❑ Personally Known `,dentification/Type: � �1� �2� Z-OfALt � Verification pursuant to Section 92.525, Florida Statutes. Under pen lties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my dg elief. OVARY pU�' Robert Zielsdod 1 2 `� State of Florida Signature of Property Owne N� ,aQ M Commission Expires 1212112015 9 -Or ,vIvoQ y Commission No. EE 155135 Revised 10/1/2009 BP210I01 CITY OF ATLANTIC BEACH 3/16/12 Critical/Special Notes Display 11 :07:49 Property address . . . . 1751 BEACH AVE RE number . . . . . . . . 169671-0000- - Misc info Source code Note Date LAND BPMS WATER AND SEWER TAP FEES HAVE NOT BEEN 4/28/11 LAND BPMS ON THIS PROPERTY ORIGINAL HOUSE THAT WAS 4/28/11 LAND BPMS DEMOLISHED WAS ON WELL AND SEPTIC 4/28/11 Press Enter to continue. F3=Exit F12=Cancel FILE COPS � PRODUCT APPROVAL INFORMATION SHEET FOR TH Amama2afl, H FLORIDA Project Name: 61) DVY R&�5i-)aotx Permit # Project Address: 1-75-1 �l As required by Florida Statute 553.842 and Florida Administrative Code Rule 98-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval rna be obtained at: wu .floridabuildin .or Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS I. Swinging 2. Sliding 9141 Wd 3. Sectional 4. Roll up 5.Automatic b. Other B.WINDOWS ' 111 11 PRO 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung -�z. wait 5.Fixed b.Awning 7. Pass--through 8, Projected 9. Mullion 10. Windbreaker 1 1 Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local it C. PANEL WALL 1. Sidin 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other... ...... D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles . . ... ...... . 9. RoofinZ insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manu cturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels ...... ...................... 4. Colonial 5. Roll-up 6. Equipment 7. Other ............................... F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPEPRODUCTS 1. ..... . ... ... ..__... _........_. .. . 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. 6��N+y �A/'Oat (Contractor Name) (Print Name) gnature) Company Name: ,� ?-- , _�? !`.�`t-%exp G tx •-p Mailing Address: ,oz- S1 VJ4. !(/( "" ciye-)e City: ava-CK ?6CA Stater Zip Code:, q Telephone Number: ( ) Fax Number: {C76 ) 4- (, $� ► Cell Phone Number: (114 463--A La E-mail Address CN1 �`CG 7'�/�� •,,- V � 4 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Coastal Systems W FLORA41 3900 Commonwealth Blvd.,Mail Station 300 Tallahassee,Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-436 Gordon S. Glenn and Christine Durham Permit Expires: March 6,2015 c/o Kevin Partel,President Coastal Consulting&Restoration,PA 4230 Myrtle Street St. Augustine,Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Chapter 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three-story, single-family dwelling, a landward, two-story garage and second-story apartment, a swimming pool/spa, other structures/activities,excavation,and fill placement. Project Location: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project Address: 1751 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. Questions regar pg this notice should be directed to the undersigned at the above address. ff h, -of Valerie Jones,£Permit Manag6r Pate VJ/dw cc: Permit File Permit Information Center Trey Hatch, Field Inspector t OPY Gordon S. Glenn and Christine Durham Property p Pro e Owner TILE C City of Atlantic Beach, Building Official Post Conspicuously on the Site r�cn n,.-..,'71 1'11 it 1-4 +.A 7 MAN QAotEcfl STATE OF FLORIDA DEPARTMENT OF Division of Water Resource Management PROTECTIONAL Bureau of Beaches and Coastal Systems --_, 3900 Commonwealth Blvd.-Mail Station 300 FLORIDA Tallahassee, Florida 32399-3000 (850)488-7708 PERMIT NUMBER: DU-436 PERMITTEE Gordon S. Glenn and Christine Durham c/o Kevin Partel, President Coastal Consulting&Restoration, PA 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on September 19, 2011, and was determined to be complete pursuant to rule on November 23, 2011. However, on February 15, 2012, the applicant waived the 90-day time limit imposed on the Department for processing completed applications pursuant to Chapter 120, Florida Statutes, until March 6, 2012. The proposed project is to be located landward of the 30-year erosion projection. There is no uniform and continuous line of construction established by major structures in the area. The proposed project is landward of existing and Department permitted major structures in the area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 6213-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau.of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend farther seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: March 6, 2015 PERMITTEE: Gordon S. Glenn and Christine Durham PERMIT NUMBER: DU-436 PAGE 2 LOCATION: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project address: 1751 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Three-Story, Single-Family Dwelling 1. Location relative to control line: A maximum of 110.3 feet seaward, including a 6.5-foot wide shore-normal, seaward,third floor, cantilevered open balcony. 2. Exterior dimensions: 2.1. Foundation (pilings): A maximum of 66.3 feet in the shore-normal direction by a maximum of 40.3 feet in the shore-parallel direction, including the south side entry area. 2.2. Overall structure: A maximum of 78.6 feet in the shore-normal direction, including seaward and landward cantilevered balconies, by a maximum of 42.3 feet in the shore-parallel direction, including north side cantilevered living space. 3. Type of foundation: 16-inch diameter augercast concrete piles. 4. Elevation of garage parking slab: +18.8 feet(NAVD). Landward, Two-Story Garage and Second-Story Apartment 1. Location relative to control line: A maximum of 27.5 feet seaward, including a seaward open deck/entry area. 2. Exterior dimensions: 2.1. Foundation (pilings): A maximum of 40.5 feet in the shore-normal direction, including the seaward open deck/entry area, by a maximum of 32 feet in the shore-parallel direction. 2.2. Overall structure: A maximum of 42.5 feet in the shore-normal direction, including landward cantilevered living space, by a maximum of 32 feet in the shore-parallel direction. 3. Type of foundation: 16-inch diameter augercast concrete piles. PERMITTEE: Gordon S. Glenn and Christine Durham PERMIT NUMBER: DU-436 PAGE 3 Swimming Pool/Spa 1. Location relative to control line: A maximum of 101.8 feet seaward. 2. Exterior dimensions: L-shaped; a maximum of 24 feet in the shore-normal direction by 12.5 feet in the shore-parallel direction, including concrete pool coping. 3. Type of foundation: Concrete shell on concrete piles. 4. Deck elevation of swimming pool: +18.6 feet(NAVD). 5. Bottom elevation of swimming pool: +12.1 feet (NAVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: Approximately 0.5 foot landward to 1 foot seaward. Excavation/Fill 1. Total volume of excavation: Approximately 226.2 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 5. 2. Location of excavation: From approximately 0 feet to 102 feet seaward of the control line. 3. Maximum depth of excavation: To approximate elevation +12.1 feet (NAVD) for the pool; a maximum of approximately 6 feet below existing grade. 4. Volume of fill to be placed: Approximately 226.2 cubic yards. Volume of net fill: None. See Special Permit Condition 6. 5. Location of fill to be placed: From approximately 0 feet to 122.3 feet seaward of the control line. Other Structures/Activities 1. Demolition and removal of the landward concrete headwalls and a 6-foot high wood fence along a portion of the south property line. See Special Permit Condition 4. PERMITTEE: Gordon S. Glenn and Christine Durham PERMIT NUMBER: DU-436 PAGE 4 2. A 6-inch thick concrete and paver pool deck and summer kitchen area located partially beneath the southeast portion of the dwelling and attached to the north and west sides of the pool, of dimensions 29.9 feet in the shore-normal direction by 17.8 feet in the shore- parallel direction, is to be located a maximum of 101.9 feet seaward of the control line. 3. A 4-inch thick, frangible concrete deck with pavers, of dimensions 15 feet shore-normal by 19 feet shore-parallel, is to be located seaward of the swimming pool, a maximum of 116.9 feet seaward of the control line. 4. A 6-inch thick concrete deck with pavers, of maximum dimensions 10.3 feet shore- normal by 22 feet shore-parallel, is to be located beneath the seaward balconies, a maximum of approximately 111 feet seaward of the control line. 5. A generator, pool equipment, and HVAC equipment on paver pads, and a 5-foot high wood privacy fence with gates are to be located on the north side of the dwelling and landward of the dwelling's seaward extent. 6. A 6-foot high concrete block estate wall with gates is to be located on the south side of the dwelling and landward of the dwelling's seaward extent. 7. A 4-foot high aluminum pool fence with gates is to be located seaward of the dwelling along the north, south and seaward property lines, a maximum of approximately 172.3 feet seaward of the control line. 8. A 4-foot wide beach/dune walkover. See Special Permit Conditions 7 and 8. 9. Landward concrete and paver driveway, sand-set paver driveway and walkways, and grass and paver parking area. 10. Landward paver walkway, concrete steps and pergola are to be located on the south side of the landward garage structure. 11. Landscape improvements including removal and planting of ornamental species. See Special Permit Condition 9. 12. Exterior structural, swimming pool, spa and landscape lighting. See Special Permit Condition 10. PERMITTEE: Gordon S. Glenn and Christine Durham PERMIT NUMBER: DU-436 PAGE 5 SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (850) 488-7708 to schedule a conference. 2. Construction activity authorized by this permit shall not commence until after the time period provided in the public notice for the public to exercise any rights they may have under Chapter 120, Florida Statutes, has expired, or if a hearing is requested, disposition of the hearing request has been made. 3. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized'by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. 4. All rubble, debris, wood, and damaged or broken concrete on the site resulting from this demolition and construction shall be removed and relocated landward of the coastal construction control line. 5. All beach compatible excavated material shall be maintained on site seaward of the coastal construction control line. 6. All fill material placed seaward of the control line shall consist of sand that is similar to the native sand of the placement site in both coloration and grain size and be free of construction debris, metal,vegetation, organic soils,rocks, clay, or other foreign matter. 7. The deck of the walkover structure shall maintain an elevation above the existing dune vegetation canopy, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site. FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Glenn and Durham Garage Apartment Builder Name: Street: 1751 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(2543.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.0 1387.50 ft' b. Frame-Wood, Exterior R=19.0 792.75 ft' 3. Number of units, if multiple family 1 c. Frame-Wood,Adjacent R=19.0 218.70 ftZ 4. Number of Bedrooms 2 d. other R= 144.90 ft2 5. Is this a worst case? No 10. Ceiling Types (1022.0 sqft.) Insulation Area 6. Conditioned floor area(ftZ) 1081 a. Under Attic(Unvented) R=1.0 1022.00 f12 b. N/A R= ftZ 7. Windows(236.9 sqft.) Description Area c.N/A R= ftZ a. U-Factor: Dbl, U=0.30 236.90 ftZ SHGC: SHGC=0.28 11.Ducts b. U-Factor: N/A ftZ a. Sup: Interior Ret: Interior AH: Interior Sup.R=6,216.2 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 15.5 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap:24.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:9 SHGC: 14. Hot water systems 8. Floor Types (973.0 sqft.) Insulation Area a. Propane Cap: 1 gallons a. Floor over Garage R=19.0 804.00 ft' EF: 0.75 b. Slab-On-Grade Edge Insulation R=0.0 108.00 ftZ b. Conservation features c. other R= 61.00 ft' None 15. Credits None Glass/Floor Area: 0.219 Total As-Built Modified Loads: 28.04 PASS Total Baseline Loads: 40.74 t hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. -'YY�o,.�oc�� calculation indicates compliance f„``' ,1 with the Florida Energy Code. PREPARED BY: `�d� �� Before construction is completed =x r DATE: this building will be inspected forry compliance with Section 553.908 I hereby certify that this building d i , is in compliance Florida Statutes. �C with the Florida Energy Co cdD 1 � OWNER/AGEN - BUILDING OFFICIAL: m DATE: DATE: FILE COPY 2/28/2012 9:05 AM EnergyGauge®USA- FlaRes2008 Page 1 of 6 PROJECT Title: Glenn and Durham Garage A Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1081 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1751 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 48.6 ft 0 108 ft2 0 0 1 2 Floor over Garage 804 ft2 19 0 0 1 3 Raised Floor 61 ft2 19 0 0 1 ROOF J Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1025 ft2 0 ft2 Medium 0.96 No 19 18.4 deg ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 973 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 1022 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area -R-Value Fraction Absor. 1 E Exterior Concrete Block- Int Insul 4 336 ft2 0 0.75 2 N Exterior Concrete Block- Int Insul 11 144.9000 0 0.75 3 E Exterior Frame-Wood 19 97.65000 0.23 0.75 4 N Exterior Frame-Wood 19 259.3500 0.23 0.75 5 W Exterior Concrete Block- Int Insul 4 346.5 ft2 0 0.75 6 W Exterior Frame-Wood 19 346.5 ft2 0.23 0.75 2/28/2012 9:05 AM EnergyGauge® USA- FlaRes2008 Page 2 of 6 WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type _ R-Value Area R-Value Fraction Absor. 7 S Exterior Frame-Wood 19 89.25 ft2 0.23 0.75 8 S Exterior Concrete Block- Int Insul 4 299.25 ft2 0 0.75 9 E Exterior Concrete Block- Int Insul 4 355.3000 0 0.75 10 N Garage Frame-Wood 19 50.39999 0.23 0.01 11 W Garage Frame-Wood 19 168.3000 0.23 0.01 12 S Exterior Concrete Block- Int Insul 4 50.39999 0 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.460000 12 ft2 2 N Wood None 0.460000 12 ft2 3 W Wood None 0.460000 24 ft2 4 W Wood None 0.460000 24 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E Metal Low-E Double Yes 0.3 0.28 N 27 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 2 E Metal Low-E Double Yes 0.3 0.28 N 12 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 3 E Metal Low-E Double Yes 0.3 0.28 N 36 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 4 N Metal Low-E Double Yes 0.3 0.28 N 13.5 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 5 N Metal Low-E Double Yes 0.3 0.28 N 20 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 6 W Metal Low-E Double Yes 0.3 0.28 N 32.40000 2 ft 0 in 2 ft 0 in HERS 2006 None 7 W Metal Low-E Double Yes 0.3 0.28 N 10 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 8 S Metal Low-E Double Yes 0.3 0.28 N 18 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 9 S Metal Low-E Double Yes 0.3 0.28 N 20 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 10 E Metal Low-E Double Yes 0.3 0.28 N 8 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 11 N Metal Low-E Double Yes 0.3 0.28 N 8 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 12 W Metal Low-E Double Yes 0.3 0.28 N 8 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 13 S Metal Low-E Double Yes 0.3 0.28 N 8 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 14 E Metal Low-E Double Yes 0.3 0.28 N 12 ft2 5.5 ft 0 in 2 ft 0 in HERS 2006 None 15 S Metal Low-E Double Yes 0.3 0.28 N 4 ft2 2 ft 0 in 12 ft 0 in HERS 2006 None INFILTRATION&VENTING ---- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1021 5.67 56.0 105.4 0 cfm 0 cfm 0 0 2/28/2012 9:05 AM EnergyGauge® USA- FlaRes2008 Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 804 ftz 0 ft, 96.7 ft 9 ft 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15.5 24 kBtu/hr 720 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 9 24 kBtuthr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Propane 0.75 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft2 DUCTS V/ ----Supply---- ----Return---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 216.2 ft Interior 54.05 ft Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat:None Ceiling Fans: Coolin [X] Jan [[X]] Feb [[X]] Mar IXAr [[X]] Ma JXXJ Jun [X]Jul [X Au X S [[X Oct X� Nov Dec Heating EX] Jan [X] Feb [X] Mar X�Apr [X] MaY Jun EX]Jul XAug lXSupp [X�Oct lel Nov l Dec Ventin tX) Jan [X Feb [X Mar XAr [X Ma X Jun X]Jul X Au X Se [X Oct [X] Nov [X Dec 2/28/2012 9:05 AM EnergyGauge® USA- FlaRes2008 Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 2/28/2012 9:05 AM EnergyGauge® USA- FlaRes2008 Page 5 of 6 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1751 Beach Ave PERMIT* Atlantic Beach,FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors N1106.ABA.1 Maximum:.3 cfm/sg.ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls N1106.AB.1.2 Caulk,gasket,weatherstrip or seal between:windows/doors& frames,surrounding wall;foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is / installed that extends from, and is sealed to,the foundation to the top plate. , Floors N1106.AB.1.2 Penetrations/openings> 1/8"sealed unless backed by truss or joint members. / EXCEPTION: Frame floors where a continuous infiltration barrier 1// is installed that is sealed to the erimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls&ceilings;penetrations of ceiling plane to top floor; around shafts,chases,soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier / is installed that is sealed at the perimeter, at penetrations and J seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC with<2.0 cfm from conditioned space, tested. _ Multi-story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavit between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,have combustion air. OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker(electric)or cutoff(gas) must be provided. External or built-in heat trap required. Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings-Min.R-19. Common walls-frame R-11 or CBS R-3 both N1102.B.1.1 sides.Common ceiling&floors R-11. 2/28/2012 9:05 AM EnergyGauge& USA- FlaRes2008 Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 69 The lower the EnergyPerformance Index, the more efficient the home. 1751 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.0 1387.50 ft2 b.Frame-Wood,Exterior R=19.0 792.75 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 218.70 ft2 4. Number of Bedrooms 2 d.other R= 144.90 ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area 6. Conditioned floor area(ft2) 1081 a.Under Attic(Unvented) R=1.0 1022.00 ft2 b.N/A R= ft2 7. Windows- Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.30 236.90 ft2 SHGC: SHGC=0.28 11.Ducts S b. SHGC: N/A ft2 a. Sup:Interior Ret:Interior AH:Interior Sup.R=6,216.2 ft2 U-FactSHGC: 12.Cooling systems c. U-Factor: N/A ft2 a.Central Unit Cap:24.0 kBtu/hr SHGC: SEER:15.5 d. U-Factor: N/A ft2 13.Heating systems SHGC: a.Electric Heat Pump Cap:24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14.Hot water systems 8. Floor Types Insulation Area a.Propane Cap:1 gallons a.Floor over Garage R=19.0 804.00 ft2 EF:0.75 b.Slab-On-Grade Edge Insulation R=0.0 108.00 ft2 b. Conservation features c.other R= 61.00 ft2 None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building olO Sr Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code corn 'ant feature Builder Signature: Date: ' •l2,.�Z . Address of New Home: �� ,� � G c City/FL Zip: C3 Z-&33 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA- FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321)638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge®USA-FlaRes2008 Project Summa Job: wrightsol L� Date: 2/27/12 Entire House By: M.Ellis Energy Design Systems, Inc. Project Information For: Glenn& Durham Garage Apartment 1751 Beach Ave,Atlantic Beach, FL Notes: Front door faces East. Design Information Weather: Jacksonville, Int'I AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21752 Btuh Structure 18274 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(22 cfm) 1033 Btuh Central vent(22 cfm) 492 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22785 Btuh Use manufacturers data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 18578 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2090 Btuh Ducts 0 Btuh Heating Cooling Central vent(22 cfm) 778 Btuh Area(ft) 1081 1081 Equipment latent load 2868 Btuh Volume(ft') 11189 11189 Air changes/hour 0.45 0.23 Equipment total load 21446 Btuh Equiv.AVF(cfm) 84 43 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 0 HSPF Efficiency 0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.87 Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �- wrigittsoft Right-Suite Residential 6.0.119 RSR29794 2012-Feb-28 08:35:20 AM E:\EDS\Current\Residential Manual J\Glenn&Durham Garage Apartment,1751 Beach Ave,Atl Bch.rrp Page 1 Equipment Summary Sheet Job Name: Glenn and Durham Garage Apartment Address: 1751 Beach Ave Atlantic Beach Zone: Whole House Equipment Brand: Trane Air Hander Model Number: TAM7AOA24 Condenser Model Number: 4TWR5024 Total Cooling Capacity in BTUs: 23.940 Total Sensible Capacity in BTUs: 17.340 Total Heating Capacity in BTUs: 21.600 SEER: 15.5 HSPF: 9 Y =re. Xc - G i�'�� T Ek i d Grider Bldrs. Job#: J-11-0473 File#: Salesman: Seth Meyer Designer: Ken Knapik Manning Building Supplies rs IS Jacksonville, ,��'►« „�, � w, ��'; jaxtruss cLDmbs-corp.com Date: 2/29/2012 Phone:(800)393-8225 * (904)268-8225 * Fax:(904)260-2981 Stoney-Glen Resd Del.Date: Lot 31 Atlantic Beach ** Cover Sheet Truss Level Wooffloor Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1; 26'08"00 F101 0/0 00'001,00 4x2 01'04"00 00'001,00 42 1 28'11"04 F102 0/0 00'001,00 42 01'04"00 00'001,00 42 1 j 28'11"04 F103 0/0 00'001,00 4x2 01'04"00 0900"00 4x2 5 29'05"04 F104 0/0 00'001,00 42 01'04"00 00100"00 42 1 28'11"04 F105 0/0 00'001,00 42 01'04"00 00100"00 42 2 12'10"08 F106 0/0 00'001,00 42 01'04"00 00100"00 42 1- 04'08"04 F107 0/0 00'001,00 42 - 01104"00 00100"00 4x2 10 04'08"04 F108 0/0 00100"00 42 01'04"00 00100"00 42 • Qty Description 35; THA422 rm ntix�eir:a 15d5+a1 ta'la1T8 1 11-THA422-2 � (1336) FILE COPY 2 HGUS412 _ q - +w.,Esc:new:f ..n:"+r..w-`o�4ia+�neiaa:7�t - Qty Span Description 1 44'00"00 Rim Board 16"LVL (949) - -.. 6 30'00"00 Flush Beam 23 7/8"LVL (952) Hom BASE by Alpine Engineered Products,Inc Page 1 of 2 Job#: J-1I-0473 Qiy Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size Trusses: 171 Hangers: 197 _ acks: 0 Beams: 10 Piggy Backs; 0 I-Joist: 0 Tota{ Trusses in Package: 171 Rim Board: 0 Home BASE by Alpine Engineered Products,Inc. Page 2 of 2 s ITW Building Components Group, Inc . R P. 1950 Marley Drive Haines City,FL 33844 + Florida Engineering Certificate of Authorization Number:0 278 �'+ '•i �"� Florida Certificate of Product Approval#FL 1999 , v .''•. Pagel oft Document ID:IUJZ151-ZO128110225 •r '� - Nib. Truss Fabricator: ` � Manning building Supply of Jacksonville, Inc. I Job Identification: J 11 0473 Grider B1drs. Stoney Glen Resd lot 31 Atlan c Bpi �1 '` ' Truss Count: 8 i ti MJF`,+• F Mod0lcode, Florida Building Code 2007 and 2009 Supplement Q� Truss Criteria: FBC2007Res/TPI-2002(STD) S+ •+...•+"'�`• Engineering software: Alpine Software,Version 10.02. 10A ► st�hicturalEngineer ofRecwra: The identity of the structural EOR did not exist as of { Address: seal date per section 61G15-31,003(5a) of the FAC 02/28/2 12 Minimum Design Loads: Roof N/A }' Floor 65.0 PSF @ 1.00 Duration Wind No Wind Notes: � 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, asIdefinedinANSI/TPI1 2. The drawin date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines city,FL 33844 =1. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning;Building Supply of Jacksonville, Inc, for the above referenced job identification. Loads i' applied by non-truss elements and basic loadparameters are to be reviewed and approved by the EOR/buildimg designer. € 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 ', Details: EJC0R4ER-STRBRIBR-CNSY42PL Ref Description. Drawing* Date 1 94988-4101 12059002 02/28/12 si 2 94989-4102 12059006 02/28/12 3 94990-4103 _12059005 02/28/12 r,< 4 94991-4104 12059008` 02/28/12 5 94992-4105 12059007 02/28/12 6 94993.4106 12059004 02/28/12 7 94994-4107 12059001 02/28/12 8' 94995-4108 12059003 02/28112 t F,s pp RTf FOR CODE COE ' CITY OF ATLANTIC SEE ERMITSFOR ADDITFILE COPYREQUItEMEN'rS AND CONDAREVIEWED { i i THIS DWG PREPARED FPOM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( J-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F101 ) Top chord 4x2 SP SS Dense See detail STRBRIBRO211 for bracing and bridging recommendations._ w Sot chord 4x2 SP SS Dense Webs 4x2 SP #2 N Max JT VERT DEFL: LL: 0.44" DL: 0.31" recommended camber 3/8" In lieu of structural panels or rigid ceiling use purlins Trusses to be spaced at 16.0" OC maximum. to brace TC @ 24" OC, BC @ 120" OC. Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. ( 12-10-8 =T 26"—=7 11-7-8 1� Typ. W=3X4= 4X4= 5X7=- 5X7= 5X5= 4X7= 3X5(R) III 3X4(R) III W-3X4= 5X5= 5X7= 5X7= 10 10 9-0-0 2X5111 5X7= 5X5= 4X4(R) III 3X5(R) III 2X5111 5X7= 6X8= 4X7= W=H0310= 2X5III 6X8= W=HO310= 4X7(R) III 4X4= 5X5= 2X5111 16-0-0 2 ° ° 8-8-0 10-8-0 6-0-0 10-0-0 26-8-0 Over 2 Supports R=1156 ! R=1156 � H=H1 ,��•Y/�i � H=H2 . ► '� 00 Design Crit: FBC2007Res/TPI-2002(ST �; ' YY4 y PLT TYP. 20 Gauge HS,Wave FT RT=12% O% 10 0 17.02 6. 4 OT 1 FL 7 R - Scale =.25" Ft. —WARNING— READ AND FOIIOW ALL NOTES ON THIS SHEET! Flo. JvY TC LL 40.D P F •-IMPORTANT" FURNI5H THIS DESIGN 10 ALL CONTRACTORS INCLUDING IN5TALLERS. C R E F R 1 5 1 94988 Trusses require extreme ca a 1n faDrica[I ng, ryantlling, shl VV,n9. installing and bracing. tY—d fP I]— the ,ate,[ edltl pn ofrBCSi ,Bn„ding Cpmpp hent Safety Tnfprman dh. Dy TP1 and HILA, �*17 t, T C D L 20.0 P S F DATE 02/28/12 ,—t,ces prior to Verf—I ng these functions. lnslall ers shall providt to mPurary bracing tlf SL• ` Y Unless noted otherwise. top c1—d shall have properly attar hetl structural sheathing and bot 'h—Ik 'ball hove a properly an ached r,g1tl ceiling_ Loran ons shown for permanent lateral res[ra t� 0� R Jly� BC DL 5.0 P$F DRW HCUSR151 12059002 snail nave bracing ,nstalleU per RCSI sec[Ions B3. BI or 810. - applicable. • j.•� A L P I N E ITN 8u11ding C,m nents Group Ine. IIIHB CG) shall not De resp-11112 1pr ant de'✓cation from 1 11 �i BC LL 0.0 P S F H C-E NG J B/W P F any failure to build the truss in conformance r,lth ANSI/TPt 1, or fur Da ndlSng, shipping. Inst Y yrt L t1�4 •• bran ng of crosses. Apply plate> t1 each lane of truss and pps,tl— — shown above and on the [ (1 T 0 T.L D. 6 5.0 P S F S ERN- 256223 Detan s. unless noted btry erNts2. R2rer to tlr aHings IeDA-z fnr antlard plate po,uton.. A seal - YY'�YY'p�•�Ys drawing- cover Page llsn ng this drawing, intll—tes acre pt—cetof Vrofez i—1 engineering Sl� `t G BuildinpComponsnaGroup ne. 2,pnn1-11ty solely for the design shown. The sultlbnity and u e of this design for any structure r A4 G��`"'^^^ DUR.FAC. 1.00 FROM KK Haines Clay,FL 33844 the,esp”s1 D51 Sty of the gut I'lny 0es,gneom per AN11,IPI I Sec 2. 'Fpr m u inlurmat,on se Ih15 lob's general n tes page: ITN-RLG: a e.,t b e c : TPI: H w.tp[nst.org: "'A: v .aDclndostry.com; 16.0" J R E F l U J Z 1 5 1 Z O l FLCOA#0278 Ice: WwH-,tesaf2.drg 02/28/2012 SPACING THIS DWG PREPARED HOM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 3-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F102 ) Top chord 4x2 SP SS Dense See detail STRBRIBR0211 for bracing and bridging recommendations. Bot chord 4x2 SP SS Dense Webs 4x2 SP #2 N This truss spaced @ 16.0" OC supports additional concentrated load at right end from 10.09' stud wall (13.75 PSF) supporting 1-0-0 roof In lieu of structural panels or rigid ceiling use purlins spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 12.00 psf DL. to brace TC @ 24" OC, BC @ 120" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. j— 12-10-8 ��20.25" 14-4-8 — _I 1i Typ. W=3X4 - 2 X 5 III 5X7= 5X7= 5X5= 4X7= 3X5(R) III W=3X4= 3X5(R) III 4X7= 5X5= 5X7= 6X10= 1 0 900 1-0-8 � 2X5111 5X7= 5X5= 4X7= 3X5(R) III 2X5111 W=H0310= 5X5= 5X7= 6X8= 4X7= 6X8= W=H0310 3X6(R) III 2X5111 3X4(R) In 4X7= 1.5X4(R) 2X5111 3X6(R) III 28-11-4 Over 2 Supports p R=1178 '` [� 1: 'j//,�� R=1763 W-8" Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. 20 Gauge HS,Wave FT RT=12% O% 10(0) 10;02. V TY: FL 7 R - Scale =.25" Ft, "47ARNING"" READ AND FOLLOW ALL NOTES ON THIS SHEET • r TC LL 40.0 PSF —IMPORTANT- FURNISH IH 15 DESIGN TO ALL CONTRACTORS INCLUOINU INSTALLEPS. 1 • y R E F R 15 1 94989 rps>ea respire-Moe Bare ,n fapr,cau ng, nandl,nq, snr wing, instal a nq and brar,ng. e* e TC DL 20.0 P S F DATE 02/28/12 follow [he latest edt ti on of BC51 fBuiitlinq Compone„t Safely InPor mafton, 0" TPI and W1CA) fu afe[y.+. TE tSF �+ practices prior to o-forminq [hese Functions. Installers shall provide [emy or aro Dractnq oe CSI. Unless noted otherwise. top c"" shall have properly attached structural sheathing and po[[ort BC DL 5 PSF DRW HCUSR151 12059006 shall nave a Vroperly attached rigid ceiling- Loc at,ons shown for yermanen[ lateral res[r'ai n[ shall have b111119 installed per BC SI sections 83. B7 or Bio, as applicable. ,�r� /''� ALPINE n W Ban ding components Group Ir, nlWecel snap apt be responsible far any dovish— from[h, +.�+�a R 10 B U L L 0.0 P$F HC-ENG SSB/A P any failure to build [I,e truss in cont or'ma ace wt[h ANSI)TP1 1, or fur hendiing. "'Poi ng. tnstalla s ry��r�+•+ br acing of ryas _. Apply plate, to each fare of [rp,= and pos,ti on as shown shave and nn the Jain ss,,� �1 TOT.LD 65.0 PSF SEQN- 256216 Details, unlessf noted otherwise. Refer to dr a w tags 160A-Z for standard plate positions. A seal un [M1 Jr awing or cover page 11st,ng this tlr awl nq, ind,c'at es acceytance of professional en9lneerl nq BuildingComponsntsGroup no. reawnsibn,cy solely far the design shown. me aaitapnity and n,e of [n,. d2sign far a etrart„re ,� DUR.FAC. 1.00 FROM KK the respan si bt Vt ty of the Bu1111n9 1-1 gn er per ANSI,1PI 1 Sec-Z. Fur mo'e infar mation se Ih,s Job's Haines City,FL 33844 ral nate, page: nW-BCG: waw-1twbI _ro: TPI: www.tP,nat.arg: WTCA: www.sannanstry-tom. 02/28/2012 FLCOA#0278 1lgene[: www.ir=,afe-org SPACING 16.0" JREF- lUJZ151_ZO1 THIS NG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( J-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F103 ) Top chord 4x2 SP SS Dense See detail STRBRIBRO211 for bracing and bridging recommendations. , Bat chord 4x2 SP SS Dense Webs 4x2 SP #2 N This truss spaced @ 16.0" OC supports additional concentrated load at right end from 10.09' stud wall (13.75 PSF) supporting 1-0-0 roof In lieu of structural panels or rigid ceiling use purlins spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 12.00 psf DL. to brace TC @ 24" OC, BC @ 120" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. }— 12-10-8 20.25",_ 14-4-8 �( 1 W=3X4= 2X5111 5X7= 5X7= 5X5= 4X7= 3X5(R) III W=3X4= 3X5(R) III 4X7= 5X5= 5X7= 6X10= 1 0 1 0 9-0-0 2X5Ill 5X7= 5X5= 4X7= 3X5(R) III 2X5111 W=H0310= 5X5= 5X7= 6X8= 3X6(R) III 2X5111 6X8= W=H0310= 3X4(R) Ill 4X7= 4X7= 2X5Ill 3X6(R) III 1I 28-11-4 Over 2 Supports 1 R-1176 t R-1776 14-8" H=H1 V �,..,...... Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. 20 Gauge HS,Wave FT RT=12% Op/p 10 0 10%02. 1 •OTY. 1 FL 7 R - Scale =.25" Ft. WARNING*- RFAU ANN FOLLOW Ali NOTES ON flus SHTET! TC LL 40.0 PSF REF R151-— 94990 —IMPORTANT" FURNISH THIS DESIGN TO ALL LUHTRACTDRS iNGLUUING INSTALLERS. }. Trusses require extreme core in fabricating, handli ny, snipping, instal lrny and br acl n9. ergo•1nd follow [ne latest edition of BCSI (Bu11tl1n9 component safety Information. by iPl an0 w1CAI f safety• .r. \ TC DL 20.0 P S F DATE 02/28/12 practices prior to performing these functions. lnstallers shall Gr Ovide temporary brachy pe CSI. • �` �•w + p unless notes Diner«1se, top mora snali nave properly attached structural snea[hing ana Lotto h � C iM • BC DL 5.l) PSF DRW HCUSR151 12059005 ,Hall nave a properly attacned rigid tet ling. Locations Shu wn for permanent %teral restrain[ • • ♦_ snail nave bracing installed per SCSI sections BJ. BJ or 610. as applicable. ALPINE ITN Bu1ldLig Cp P.11 n 1 Gr" P Inc. (ITwBOw ,hall not be re,pon fpr any deviation from in '.•.4 U R 1'd B C L L 0.0 P S F HC-ENG S S B J A P Ony failure to bond the truss ,n conformance«lth ANSI 1iPT I. or for Handling. 'gipping. install .�•••,.-..•�.' �, rating of trusses. Apply plates to each face IT ira—s d pplIlo as sn"«n above and p [ne Join S/. j`a,�jy T 0 T.L D 65.0 P S F S E 0 N- 256127 Details, unless noted p......se. Refer to ars«ings fbDA-i for rtandard piste pp„tions. A eat on t df awing ur cov r page Iis[1 ng this drawing, indicates acceptance of professional enyi neer5 ngs BuildingComponenesGroup ne, ..ponsibTlltyesolely f"r the design .np..n Inc ,"itabnrty and" "f thl, design fl, any , ",t"re ,, DUR.FAC. 1.00 FROM KK the respunstpi lily of CM1e Building Desl gner per Al I t Sec t. sF or m ie lnfor motion s tlhts Job's Haines City,FL 33944 general n"les page: ITW-BCG: w««.i t«bcg.com: TP1: «u«-[prnsL org: NiCa: uw«.sbcindu st ry.cum. 02/28/2012 FLCOA#0278 cc «««.icasafe.org SPACING 16.0" JREF lUUZ151_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( J-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F104 ) Top chord 4x2 SP SS Dense See detail STRBRIBRO211 for bracing and bridging recommendations. Bot chord 4x2 SP SS Dense Webs 4x2 SP #2 N This truss spaced @ 16.0" OC supports additional concentrated load at right end from 10.09' stud wall (13.75 PSF) supporting 7-0-0 roof In lieu of structural panels or rigid ceiling use purlins spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 12.00 psf DL. to brace TC @ 24" OC, BC @ 120" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. � 12-10-8 '1 20.25", 14-10-8 1 W=3X4= 5X7= 5X7= 5X5= 4X7= 3X5(R) III W=3X4= 3X5(R) III 4X7(R) III 5X5= 5X7= 6X8= 4X7= 1 0 1 0 2X5111 5X7= 5X5= 4X7= 3X5(R) III 2X5111 3X8(R) III 5X5= 5X7= 6X8= 4X7(R) III 2X5111 2X5111 6X8= W=H0310= W=H0310= 3X4(R) IN 3X8(R) 111 2X5111 3X8(R) IIi 1 29-5-4 Over 2 Supports t R=1166 � R-1834 W-8" .' tib'Ely Design Crit: FBC2007Res/TPI-2002(ST �' 4 PLT TYP. 20 Gauge HS,Wave FT RT=12% 0% 10(0) 1CL•'02 6• r.QTJ5 FL 7 R Scale =.25"/Ft. "WARNING" READ AND FOLLOW ALL NOTFs ON THIS SNEE11 T C L L 4 0.0 P S F REF F R 1 5 1-- 94991 —IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. E T p 'i2 busses require extreme care to fabricating,abriting, handling, ;hnippt11—1 linyand bracing. t [ n d / E 021 2 V/1 follow the 1—,I edlCion of DIST (Building Component Safety Information, byTP1 and NTCA) et• TC D L 20.0 P S F DATE practices prior Co performing IT—, functions_ Installers shall provide temporary bracing BCST.. t unie:: npced pt nerw,ee. cdv cnprd Shan nage pr pperlr attained scr pc[pral sheat n;ng ano butt Vh�p ' - '�'�. OF ±� BC DL 5.0 PSF DRW HCUSR151 12059008 shall have a properly attached rigid ceiling. Locations shown for permanent lateral res[r'at '"f7bs shall nave bracing installed per SCSI sections 03, 87 or 010, - -11-1- ALPINE IIN Bolld,n CpmOr— "! BC LL 0.0 PSF HC-ENG SSB/AP y TOn The Inc. II T.BC C. snail not be r isible for any dev,atfon from •• `�y`,A`fs any failure to build The truss in conformance with ANSI)TPI 1, pr for handling, sh[ppi nq, insta • (ti U FL7/ Y bracing of tip„e . Apply plate tp each fare of tru- and p Itl— — shown above and pn the TOT.LD. 65.0 PSF SEQN- 256207 bet—, unless noted otherwl— Refer to drawings 160A-L for standard plate positions. %: eal u drawing or cov r pa 9e listing this drawing, indicate; ac cep Cance of professional eng,neeri �y ng Components no. ¢span;,bintyesgiely fpr the design shown. Tne ;q,tab�„ty and q f this dds,yn fpr a t,'pttd,e , jC� A`. DUR.FAC. 1.00 FROM KK Ij31neS City FL 33844 [he respon si bs n tr of the Ba[lat ng Deetgner A111,1PI T see.1 ¢For m wE ,Iformatf on >e . '0- J— general ,ate, page: 11N-BIG: w w ,twbgg.ppm;111111: w..Loin,[ G,CA: u .,b indq>try. am' FLCOA#0278 LCc: 02!28/2012 SPACING 16.0” JREF 1UJZ151 ZO1 ..w.it<safe.grg THIS DWG PREPARED FROM CuMPOTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 3-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F105 ) Top chord 4x2 SP SS Dense 2 COMPLETE TRUSSES REQUIRED. Bat chord 4x2 SP SS Dense Webs 4x2 SP #2 N See DWG CNSY42PLO109 for connection details of 2 ply trusses. See detail STRBRIBRO211 for bracing and bridging recommendations. Deflection meets L/480 live and L/360 total load. Special loads In lieu of structural panels or rigid ceiling use purlins ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) to brace TC @ 24" OC, BC @ 120" OC. TC- From 80 plf at 0.00 to 80 plf at 13.38 TC- From 135 plf at 13.38 to 135 plf at 27.31 TC- From 80 plf at 27.31 to 80 plf at 28.81 BC- From 7 plf at 0.00 to 7 plf at 28.94 TC- 1000.00 lb Conc. Load at 13.00 TC- 1431.91 lb Conc. Load at 28.81 Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. j— 12-10-8 --20.25",– 14-4-8 1� Typ. 5X5= 2X5111 4X7(R) III W=3X4= 4X4= W-3X4= 5X7= 5X7= 5X5= 5X5= 5X7= 5X7= 5X10= 1 0 1-0-8 900 T 2X5111 5X7= 5X5= 5X5= 4X7(R) III W=HO310= 4X7 (R) 111 5X7= 5X7= 5X8= 1.5X4(R) 5X7= W=H0310= 3 X 6(R) III 4X7(R) III 3X5111 2 X 5 111 2X5111 5X5= 5X7=- 28-11-4 X7=28-11-4 Over 2 Supports R=1874 P R-3867 W=8" Design Crit: FBC2007Res/TPI-2002(ST _4•`+«�'1�� «`'. �y PLT TYP. 20 Gauge HS,Wave FT RT=12%(Ob/tl) /10 0 1(x.02 6. 4 QT 1 FL 7 R - Scale =.25" Ft. ""WARNING"- READ AND FOLLOW AIL NOTES ON THIS SHEET! • TC LL 4Q.D PSF *"IMPORTANT" FURNISH TM IS DESIGN 10 ALL CONTRACTORS INCLUDING INSTALLERS. e R E F R 15 1 94992 lrus,es require extreme ca a In fabrlca[1 ng. hantlli n9. shi g , VVing. 1ns[a111n antl bracing. t.antl ro now roe lat==e etllr,on nrrB CSI ,Non drug component safety Inrorman on. br TVI ana HTCA) ; 'fe=y ' i TC DL 20.0 P$F DATE 02/28/12 p.'ac=ices prior eo perfor ming xn ese runtctons. In=ca n ers sna n pr Dula= temporary bran ng r BCSI• •' �. unless notes otnen.,se. top coo" shan nave properly au sen=d sir net"ral she acn,ng antl bot [ TE OF !+ � BC DL 5.0 PSF DRW HCUSR151 12059007 snail have a properly attac nes rtg,e tet ung. Locatt ons snown for permanent lateral res tra � shall have bracing install== per BCSI sections 83, BI or 810. as appltcab le. .(•_ ALPINE1B.11din. W Bu11d1ng components Grout/ Inc. 'IT,B,,) shall np[ De responsible ror any devta[ion from 1 `( B C L L 0.0 P S F HC-ENG $S B/A P any failure tp buil= [he cru„ to conformance witn AN...... 1, or Por naneltng, shi 11.1, lost L 0 A M �•' bracing or tru, 5. Apply pates [q each race of t,-, ana po=ol— — shown above ane on the •'•.� T 0 T.L D. 65.0 P$F S E Q N- 256202 Der ns, nnle,ssnoted otnerw,se. Rerer m drawings 1601 ror sta nd,,d place , sit ons. A seal 1 •••�.�••'• drawing or rover page n sn ng tm s araw,ny. ;gaits=== acceptance oe proress,onal en 9lneer,ny �r'/ D U R.FAC. 1.00 F R 0 M K K ComponentsGroup nee e: —b,l,ty solely ror [he ae,,gn shown. The s.it,bTTuy and g e of this s==ign Tor an, structure 1► Haines Cllr,FL 33844 h.Pr esponstm a ty of the luIld ng Des,gn er per ANS IRI L sec.2. sF or inf rmI' on se This 1.D', genera, U_' page: I N-BCG: w w ,[wbag.tpm: IRI: w .[P,n,t.nr9. "1A:'--,S,7- nag,try.[omo SPACING 1 6.0" J R E F l U J Z 1 5 1 Z O 1 FLCOA#0278 1.: w w.,ttsare.org 02/28/2012 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( J-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F106 ) Top chord 4x2 SP #2 N + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 SP #2 N bridging recommendations. Webs 4x2 SP #2 N In lieu of structural panels or rigid ceiling use purlins: Trusses to be spaced at 16.0" OC maximum. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 12.88 Deflection meets L/480 live and L/360 total load. BC 120 0.25 12.63 Truss must be installed as shown with top chord up. �.x— I 5-4-8 5-4-8 15" Typ. 3X5= 3X3= 3X3= 3X3= 3X3= 3X5=- 2X4 111 X5=2X4111 3X4= 3X3= 1.5X4111 1.5X4111 3X3= 3X4= 2X4 IN 12-10-8 Over 2 Supports ,i 1� R=558 +{til P -5'58 H=H1 1 !!"�f/�� .\„ r..,...... Design Crit: FBC2007Res/TPI-2002(ST ; PLT TYP. Wave FT RT=12% O% 10(0 1T.02 6. QT 2 FL 7 R - Scale =.5f Ft. "WARNING*' Rego AND Fultow AIL Norex ON THIS sneer " *" TC LL 40.0 PSF REF 8151-- 94993 —IMPORTANT—OR rA Ni"" FpNNISN THIS pESIGN TO ALL �LLN TF ACTURS INCLppING INSTAL LLRS. � trusses require extreme cd a In fabrlcatf ny. handling. sn1UP1n9, 1...Sal Tan. d.. br'actny. t�ane Pollrw [ne latest .1 it" ofrB61 tBuildtn9 Component Safety InfrrmatI.n..by 1PI and I, A) a S5fe9r : T C D L 2 O.0 P S F DATE 02/28/12 pr ac[i ces prior to Verfrrming these funs Sires. installers shall provide temporary bra=iny - BCSI r i u,ness erase renerv.ise. arp [erre span nave properly deemed strp[trral sneatniny ana brat ''''..nP��{{a'', C ��". BC DL 5.0 PSF DRW HCUSR151 12059004 matt nave a Prop erlY aa[acned rigid c-ell,ng_ Lola[l ons shown fur Ver manse[ lateral restrai G i shall have bracing installed per BC sections B3. B7 or BILL, as apVli=able. A L P I N E IT Bufldiny Components Group Inc- 0 TWBCG) she 11 nrt be res po nsiDle fur any nevi ail on from ly v BC LL 0.0 P S F H C-.ENG SSB/AP any failure Ir butte tpe trdss In ernfrrman[e w1Sh ANSI'IFI 1. or frn handlln9. zht Ppiny. testa 0 11�t oractng or trrssez. Apply places to each face of aruss ane pos,aton as snoWn above ana rn ane d •`�•.�.±+�.f..•`t T 0 T.L D. 65.0 P S F S E 0 N- 256147 retails, unless noted otherwise_ Refer So drawings 16OA-Z for standard Plate Positirns. A seal u drawing or [Over page Iisti ny this drawing, indicates accePt ar=e rf profess t one. engtnee ri ny �(]� /y BuildinpCompon.naomp na Prnalbn+cy srlety for the design shown. lee sn,tabnity ana n e of anis design for ani strrceure A` Y DUR.FAC. 1.OD FROM KK the respon si bt\12)If, f The Building Designer per ANSI/TPI I Sec.2. 'For m re Inf arma Ct on se . 1111. lob's Haines City FL 33844 general nr tes Paye: f,IN-ace, .ne.i abbw.[rm: TF1: �.+n-aP,nsa.pry: "'A: w✓n.si,=ivansu y.[om: FLCo,�ao278 ICC: wwn.i==safe rrg 02/28/2012 SPACING 16.0" JREF- lUJZ151_ZDI THIS DEJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 3-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F107 ) Top chord 4x2 SP SS Dense Maximum panel length exceeds 30". TPI allows non-bearing partition Bot chord 4x2 SP SS Dense walls to be supported at any point when panels are 30" or less. Webs 42 SP #2 N In lieu of structural panels or rigid ceiling use purlins: Special loads CHORD SPACING(IN OC) START(FT) END(FT) ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC 24 0.00 0.25 TC- From 20 plf at 0.00 to 20 plf at 2.52 TC 24 0.00 2.94 TC- From 80 plf at 2.52 to 80 plf at 4.56 TC 24 0.25 4.56 BC- From 2 plf at 0.00 to 2 plf at 2.52 TC 24 2.94 4.56 BC- From 7 plf at 2.52 to 7 plf at 4.69 BC 53 0.25 1.56 TC- 557.92 lb Conc. Load at 1.19, 2.52 BC 53 0.25 3.06 TC- 4575.00 lb Conc. Load at 2.88 BC 53 1.56 4.69 BC 53 3.06 4.69 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5.75" Typ. 4575# 4X7(R) 1113X4(R) III 6X8= 1 0 1.5X4(R) 9-0-0 3X5111 3X4(R) III 2X5111 6X6(R) III Lel-2-4� �_4-8-4 Over 2 Supports - -� P.R-789 R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR... I J-11-0473--Grider Bldrs. -Stoney-Glen Resd -- Lot 31 Atlantic Beach ** F108 ) Top chord 4x2 SP #2 N Maximum panel length exceeds 30". TPI allows non-bearing partition Bot chord 4x2 SP #2 N walls to be supported at any point when panels are 30" or less. Webs 4x2 SP #2 N Negative reaction(s) of -247# MAX. (See below) from a non-wind load Special loads case requires uplift connection. ------(Lumber Dur.Fac.-1.00 / Plate Dur.Fac.-1.00) TC- From 20 pit at 0.00 to 20 plf at 2.52 In lieu of structural panels or rigid ceiling use purlins: TC- From 80 plf at 2.52 to 80 plf at 4.56 CHORD SPACING(IN OC) START(FT) END(FT) BC- From 2 plf at 0.00 to 2 plf at 2.52 TC 24 0,00 0.25 BC- From 7 plf at 2.52 to 7 plf at 4.69 TC 24 0.00 2.94 TC- 472.00 lb Conc. Load at 4.56 TC 24 0,25 4.56 TC 24 2,94 4.56 Trusses to be spaced at 16.0" OC maximum. BC 53 0,25 1.56 BC 53 0.25 3.06 Deflection meets L/480 live and L/360 total load. BC 53 1.56 4.69 BC 53 3.06 4.69 Truss must be installed as shown with top chord up. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5.75" Typ. 4X4= 4X7= 4X4= 1 -0 1 8 �9-0-0 2X5111 3X4(R) III 1.5X4(R) 4X7= 2 X 5 111 L1-2-4=-J �__4-8-4 Over 2 Supports --� a f J� R-58/-247 y� t P H-H1 R=952 W=8" �•+•r "E .�.r.+ f}/ Design Crit: FBC2007Res/TPI-2002(STO •• ; PLT TYP. Wave FT RT=12%(0%) 10(0) 10.02.N6MS39 VTY: 0 FL 7 R - Scale =.5" Ft. "WARNING"' READ AND TO[[ON ALL NOTES ON THIS SHEET! • TC L Y L A D.O PSF F `•INPORIAN7" FURNISH THIS DESIGN to ALL CONTPACTORS INCLUDING INSTALLtP.s. : . J R E F R151-- 94995 Trusses reduire extreme care In faDricatl ....... handling, shl pDin9. Instal 11 ng and Dractn9. R �d fpn pw ore late>t edition pf acsl IRnn.iny ....... safety Ipfofmat,Pn. Dy rPl ana HTCAI fo afecr• T C D L 20.0 P S F DATE 0 2 28/12 [Ices prior to in these functions. Instal Tera shall *• �� pf ac pert uto y Drdvtde temV ar ary Df aCiny Vef USI-_ 11L�i111 unless noted otnerw,se, cop mora Shan nae. pr DPerly attache. structural sneatntny ana Do".. 00 • • BC DL 5.0 PSF DRW HCUSR151 12059003 sliali nave a properly attache. rigid ce111ny. Locat7ons shown Por pernia nen[ latera, restraint w + snail nave braciny installed per SCSI sections 83. 07 -810. as appli-b r. 10000-` • B C L L 0 0 P$F HC-ENG $$B)A P ALPINE TIN Nuilaf ng CU mponents Group Inc. (11'1DIG, shall Dot be res po ns,0le for any .ev,ati on from this 3T +s• / any (allure [o build the truss ,n co of'.mance wtih 4NS111Y1 I, or for Da ndltug. sh,VV,ng, install.[ & +•�•�• .�+ D-1.1 of buss.,. ADPIy plates to .ach face of iru,s and position as shPwn aDp,,. ana on the dDlnt SS1QtttA1.'�t " TOT.LD. 65.0 PSF SEQN- 256182 Deta,ts, unless noted pth...1 . Refer to drawings 16OA-2 for standard plate Positions. A seal un th j F ..awing or Gov r page Its[iny [III drawtny, in.icates acceptance of prpfessf'nal engineering 711.11�1111.ComponenhGroup ne. esppns,DintresPlely fpr the ..sign shown. The suII-Iity and u of this deslyn for any structure t DUR.FAC. 1.00 FROM KK the ..soon slot 11 t1 of the Ru,idl ng Desi en er Ver ANSI/IPI 1 1-1- s1or'n e information se Thl, I.", Haines City,FL 33844 genera, notes Paye: llN-8[G: -,tuD[g.cpm: TPr w.w-[pine[-pry: "CA:'u.N-sD[industry.CPm: 02/28/2012 FLCOA#0278 afe. SPACING 16.0" JREF- IUJZ151_ZO1 LUMBER REQUIREMENTS JACK TOP CHORD; 22x41 42 OR BL, 42 OR BETTER HEM-FIR, OR 1650E M�„ - OPTIONAL EXTENSION JACK BOTTOM CHORD 2x4; 42 OR BETTER ANY Sl'Ll _ ------------ TOP CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM. SPLICE ONLY 1iv r/ TOP CHORD EXTENSION SUPPORTED AT 48' O.C., MAXIMUM BEYOND, HIP GIRDER. 10o, "TRUSS PLATES AND LUMBERr�/ (0,148°x3') OR 16d 00,162'x3.5") NAIL BOTTOM CHORD LENGTH MAY VARY FROM 6' AS SE�OWN, OR PER MINIMUM TO 8'-0° MAXIMUM, DO NOT SPLICE THE BOTTOM CHORD, TOP CHORD PITCH MAY VARY FROM 402 MINIMUM TO 812 MAXIMUM. INDIVIDUAL TRUSS DESIGNS. 3X4 BOTTOM CHORD PITCH MUST BE FLAT (DJ2). AS DESIGN REQUIRED FOR TRUSSES WITH OVERHANG LONGER THAN SPAN LENGTH. r� THIS DETAIL APPLIES TO 45 DEGREE HIPSET ONLY. A 3X4 r r NIP GIRDED CHORDS NIP GIRDER <TOP CHOPD TO HIP GIRDER) �tP,OT CHORD TO HIP uIRDER) 00P CHORD TO HIPJACK CONNECTION DETAIL °A" CONNECTIINN DETAIL "B" CONNECTION DETAIL 'C 41IP r �) J i � �'ff GIRDER CK JACK TOP CHORD RUNS OVER. GIRDER77� JACK TOP CHORD TOP CHORD. MUST BE SINGLE BEVELED OR DOUBEE BEVELED (3) IUd (0,148'x3') or, 16d (0.162"x3.5') NAILS, JACK B,C, INTO RDER GIRDER TOP CHORD, ' � IMAILED,OCO MEC HANICAL EL R0.TER�BE�GWN OR ADEQUATESCHEDULE 72d Od 40.148'x3'1 or THROUGH IOd 10.148xs) or 16d t0.152'x3�') THRO H JACK TC AILED, PER 0..162'x35') NAILS, NAILED, OR ADEQUATE MECHANICAL HANGER PER {�'�p /�PER MANUF. CATALOG. I IDE J R I�I_R J f�--1 C K S �\ MECHANICAL HANGER ____ ___._.__. MAh1UF. CATALOG. PER MANUF, CATALOG. NAILtNC REQUIRED= \, 2'-0' & 4'-0' JACK T.C. (c^) NAILS (� \JACKS("�E N D J A C K S 6'-0' JACK TZ, 033 "' END C lI 1-1 N I E I� .JACK S BOT TOM CHORD C � Ll f��V A DESIGN FOR 10 PSF NON-CONCURRENT BOTTOM CHORD LIVE LOAD, 8-0' JACK (CINE F WIND LOADED FOR 90 MPH, (ASCE) EXPOSURE 'C', Kzt=1,070, MAXIMUM. RAFTER ONLY) P. NO POINT LOADS, MECHANICAL UNITS, HVAC, SPRINKLERS, OR OTHER « ••*+. ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS ARE .•'' r'. a ALLOWED, WITHOUT SPECIAL DESIGN. P'0' MAX. ----� i aaWARN3t ..READ AND FOLLO'u ALL NOICS ON THIS SHEET} 3 228 9 + TC LL 20,00 7 SF REF END JCKS Trusses require extreme care In fabricating,ha df shippng,Instal{Ing and bracing. Refer o and Falb»BCS1 03"1ding Component SSafety Information,by TPI and WTCA)for safety practices jt�ai _ j((j""' performing these {,,,nc tions, Installers shall.provide temporary tracing per $CSI. Unless n a� ■ . TL �L I�.CC PSD DATE 1/IlOC .._._..Y apt Pewise,top chord shalt have properly attached structural panels and bottom chord sha Ove a� � y attached rigid ceisVc Locations shown for permanent lateral restraint o4 webs s ! ♦r �E OF !. n ------— - _- bracing tnsttarh per BCS1 sections B3&B7, See this job's general nates page For mare in rah r BC DL 0,00 PSF DRWG EJCORNER0I09 -IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. r `+(} fTW Bullding Components Group Inc(ITWHCGJ shall not be responsible for any deviation from th r BE LL X0,00 PSS Suiming CAttt(�Amts Gmup 711a design,any fait.- to build the truss in conformance with TPI,or Fabricating,h,ndiing,shipprg, r .r instaning&bracing of trusses. ITWBCG conrector plates are rade of 20/18/lFbA iW,H/S/,( ASi tko�• �wr 1 j aT, ED, 44,00 PSF grode 37/40/60(K/W/H,S)goiv.steei. Apply plates to each Face of truss,positioned as shown and on Joint Detnits. A seal an this drawing or cover page indicates acceptance and prafessionol enginee g rrsparu7bUlty safely for the truss co p.rt desc7 shown. The 5'tability and use of the coop-cat For any v"go- DUP FAC. b ailing is the...p""ibll ty of the B kling Aes4g a per ANST/TPI I Sec 2. - — s ITW-BCG ...it.bcgcom,TPI!www.tc6'.t C.ri WTCA- sbcladostry.cor,;CC= .iccsafe,argy Q2i.. J2tI12 SPACSNI7 O—©--D STR❑NGBACK BRIDGING REC❑MMENDATI❑NS so-AR scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK °stress graded lunber,' BRIDGING TOGETHER ►Ail strongback bridging and bracing shalt be a minimum 2x6 'stress graded lumber,' 4 Pi.-The purpose of strongback bridging is to —Dn ATTACH SCAB WITH 10d BOX/GUN develop toad sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6" O.C. NOTE IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown In FOR AT LEAST ONE TRUSS SPACING STRGNGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o.c. (max ) NOTE: Details 1 and 2 are the preferred attachment methods The terms 'bridging" and 'bracing' are sometimes ATTACH STRGNGBACK TO mistakenly used interchangeably. "Bracing' is an WEB W/ (3) 10d COMMON Important structural requirement of any floor (0.148'x3') NAILS OR O (4) lOd Box/GUN or roof system, Refer to the Truss Design 1 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly "strongback bridging" is a 0 recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce srRONGBacK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10'None required 10'to a'1 row(at center of spun) The performance of all floor systems are (2) 10d COMMON (0,148'x3,0') OR 20'to30'Zrows(Iateach 1/3 'nts) enhanced by the Installation of strongback BOX/GUN (0,128'x3.0") NAILS AT 2x6 (MINIMUM) STRGNGBACK, 30'to 40'3 rows(I at each I/4 oints) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. oyer 40' spocerowsatlo'D.points) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by ITW Building Compents Group Inc. STRGNGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS For additional Information re ardin stron back OR (4)10d BOX/GUN (0.128'x3.0') 4 g g g NAILS. ( j bridging, refer to BCSI (Building Component Safety Information) op p 0 p p P p` �ATTACH +�40 •a♦�y♦� ' TO BOT T F.ly�►♦•♦�9' Y (2) STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES .•' ..WARNING..READ AND FOLLOW ALL NOTES ON THIS SHEET! ♦ TC LL PSE REE STRGNGBACK Trusses requi extreme c n Fabricating, handling, shipping, nstal(ing and bracing. Refer and• w follow BCS[(Building Component in information, by TPI and WTCA) for safety practices o to.4 - performing these functions. installers shall provide temporary bracing per BCSI. Unless n d* ` ♦ TC DL PSE DATE 2128111 otherwise,top chord shall hove property attached structural panels and bottom chord sha e properly attached rlg;d�eu'w,g. Locations shown far permanent lateral restraint of webs s ` _ .i.E ;; BC DL PSE DRWG STRBRIBR0211 bracing installed per BCS] sections 63 6 B7. See this job's general notes page for more in m ti ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. * •�/♦ BC LL PSE ITW Building Components Group Inc. (ITWBCG)shot( not be responsible for any deviation fron th ♦ '�V' Building Components Getup lac. design, any failure to build the truss in conformance with TPI,or fobricating, handling, hipping, ♦ Z/^ F 'nstnlling b bracing of trusses. ITWBCG connector plates are made of 28/I8/16GA(W,H/S/K)AST ♦.e ��u,,,// 11 ♦ TOT Lg, PSE grade 37/43/60 (K/W/H,S) galy. steel. Apply plates to each face of truss,positioned as shown o (� ♦♦♦♦p.wl•♦.♦ and on J int Details. (� , A col this drawing or cover page indicates accept lance and professional engineering responsibility �fy}� 11 solely For the truss component design shown. The s tobi(ity and use of this component for any �i DOR, EAC, 1.00 building is the responsibility of the Building Designer per ANST/TPI 1 Sec,2. 9 Earth City,M083045 UW-HCG wwwitwbcgcom; TPI ...tpinstcom; WTCA: wwwsbclndustry.com;IED ...iccsaFe.org QZ 8/2 12 SPACING SYSTEM 4-2 PLY TO PLY LLji ,, ,- MAX. CONCENTRATED LOAD USING SIMPSON 1/4' x 6" STRONG DRIVE SCREWS OR AS PER CHART BELOW -,• ,•__-- _,• __,. REFER TO ITWBCG SEALED DRAWING AS PLIC FOR INDIVIDUAL TRUSS DESIGN, 2•M,N. LOAD APPLIED 111 THIS PLY 3 It2" � �3 1/2° TRUSS MEMBER (CHORD SHO WNI? -6 SCREWS IN TOP CHORD @ 4"0,C, -SCREWS IN VERTICAL WEB @ 4'11C. AND 3' END DISTANCE 3/4" T f TOP CHORD SCREW SPACING PER CHART BELOW (FOR SINGLE TOP CH'OR'D ONLY) SCREW POSITION IN THE TRUSS STRONG-DRIVE FOR DOUBLE TOP CHORDS USE (4) SCREWS IN UPPER TOP CHORD SCREW UNIFORM LOADS USE (2) SCREWS IN LOWER TOP CHORD GENERAL NOTES1 FOR DOUBLE TLP CHORD THE TOP LSCREWS CENTERED ALONG THE L5' DIMENSION GE THE 4x2 MEMBER. HERD CROW O C, SPACING MAY BE MAX, CONCENTRATED LOAD 2. MINIMUM END DISTANCE OF 3' AS PER CHART BELOW 3, SCREWS INSTALLED WITH HEAD IN LEADED MEMBER. DOUBLED. (BUT MAY NOT EXCEED 4, GAPBETWEEN PLIES NOT TO EXCEED 1/8'. E4" _,C, E'ER CHORD? SCREW SPACING _4'_, --- rt-_"� 5. HOLES NOT ALLOWED THRU A METAL CONNECTOR PLATE 1 6, SCREW LOCATION MAY BE ADJUSTED UP TO i' TO AVOID CONFLICT SHALL DE OFFSET BY I/R THE WITH OTHER HARDWARE OR TO AVOID LUMBER DEFECTS. O,C. SPACING IN EACH CHORD, 7. DO NOT INSTALL SCREWS IN AREAS WHERE LUMBER WANE EXCEEDS 1/4' 8. CONCENTRATED LOADS TO BE APPLIED AT TRUSS PANEL POINT WITH SCREWS CAN BE EQUALLY DIVIDED VERTICAL WEB. (REIUND UP TO THE NEAREST WHOLE 9. FLUOR SHEATHING IS ASSUMED TO BE SECURELY FASTENED TO EACH TRUSS TOP CHORD. TOP CHORD SCREW MAXIMUM UNIFORM LOAD (PLF) NUMBER) INTO MULTIPLE VERTICALS, 10. FOR 3x2 MEMBERS USE SIMPSON'S 1/4'x4.5' SDS SCREWS OR FOUAL� U.C. SPACING (INCH) ALONG TOP CHORD (1,00 DF) USE A MINIMUM OF (1) SCREW PER 11. CONTACT ITWBCG FOR SPECIAL CONNECTIONS NOT COVERED BY THIS DFL&SP SPF VERTICAL, DETAIL. 4 1440 12QQ TRUSS DEPTH #f OF SCREWS MAXIMUM CONCENTRATED 6 960 S00 -- - -- - - (INCH) N VERTICAL WE LOAD (LBS) S 720 600 - _...__. ------------� - DEL&SP SPE 10 576 480 12 1 3360 2800 12 480 400 14 2 3840 3200 14 411 342 _._.._-. �.._..._.----------- 16 --------I6 2 3840 320016 360 300 - ---------- - -- 18 4 4320 3600 1S 320 266 20 4 4320 3600 �01 >r* 7/ 20 2A8 c40 22 5 4800 4000 ,.< < «,• 22 261 21H ----- --- 24 5 4800 4000 X0, 'r." '' r 24 240 200 ,/� wL< � ~ ..WARNING..READ AND FOLLOW ALL NOTES ON THIS SHEEP. iJ TC LL PSF 1\€...F SY42 CONNEGTIO( Trusses require extrema care" fabricating,handling,shipping,installing and bracing Rere o and: ` f €... J C fallow HCSI lluilding Conpoaent Safety Infornat�an,by TPI acrd WTCA1 for safety practices I to-6 s "' t ----- performing these functions. Instatters shalt provide tempnrary bracing per SCSI. Ut�ess n e # '�" {C DL PS DATE I/I/V 7 otherwise,top chord shalt have property attached structural panels a d bottom chord sh h a• - t t-� property,attached rigid ceiling- Locations shown for permanent lateral restraint of webs it h-A ♦ • BC DL I SE DRW�7 CN�1't}�PLOl �J bracing installed per SCSI sections H3&D7. See th,job's general notes page for more in not /"� �< •<IMPORTANTwx FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. 0y < s BC LL P�F 1111T V ITW Boding Components Group Inc.(ITWSM shall not be responsible For any de,4nom From t �fi "F/ BuBdkg CAiFf(JOnblrts Criaup Inc. design.any failure to build the truss in conformance with TPI,or fabricating,handling,shippiri <; nn instatttng 6 br cing of trusses ITWHC&connector plates are Wade of 20/let166A(V,H/St Ki AS •y OR <•< TOT LD. PSF grade 37/,D/6C(K/W/H,S WI,steel. Apply ptates to each face of truss,posltbned as shown e � ••••�•i•<•• and on Joint Detaris. A seal on this drawing or cover page hdicates acceptance and professional engineering responsibi6t, /){ _ n solely for the truss conponent design shown. The suitability and use of this component for any `(� DUR. {'AC. 1.00 building iswt twbc po ibiTPi of t"Hu�Qing De sign-per ANSI/TPI I Sec.c. I'L wwwt st _.___ ..—�._-_..-_-. - IWO$3045 ITV-B%G gc pin nil WTCA:wwwsbc dustrycam;ICC+www.iccsafe.org Q2/2$/2012 SPACING City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �e - o Atlantic Beach, Florida 32233-5445 Phone(904)247-5526 - Fax(904)1247- ,l 4 2 E-mail: building-dept@wab.us r_ Date routed: / / -- City web-site: http:/Awww.coab.us I APPLICATION REVIEW AND TRACKING FORM Property Address: fment review required Yes No e �� ` s - Build' f _ � ` Tannin &Zoni r�9Applicant: d;J Tree Administrator Project: L Ci, f r G j t f L°t Public)A ublic Utilities ` / o Fire SSndces ZI-0 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: r BUILDING PLANNING &ZONING `._ Date: Reviewed by: TREE ADMIN. Second Review: OApproved as revised. ❑Denied. P C mments: BLIC UTILI IES PUBLIC SAFE Z Reviewed by: Date: FIRE SERVICES Third Review: OApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127MO f „() CITY OF ATLANTIC BEACH ' PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 r~Jjt�,F (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date:3-fi5--/2 Project Address: _/757 U309CAI Ive No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s), Meter Size(s) ` '4-" New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# I Z— Q 2 g2CITY STAFF USE ONLY Water System Development Charge $ It L40.00 Sewer System Development Charge $ 6 so,cp Water Meter Only $ ( $v-, 60 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $_ ®, v Other $ 9B TOTAL -s y S�oz APPROVED: z' (Utility Director or euthorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED esti - City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road 1 . Atlantic Beach,Florida 32233-5445 ' Phone(904)247-5826 • Fax(904)247-5845 0�3 E-mail: building-dept@coab.us Date routed: A - City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / / ,� /> �'t�� ` - [)apartment review required Yes No 'Build' Applicant: % 6-YES721 C y_) lanning &Zonin,fr. g ` `ree Administrator /,/~i y �c 5`� Public Wo s Project: - i� �� - -- � .- _ 'Public Utilities PublicYSaety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: �BI•N PLANNING &ZONIN Reviewed by: B"_Z -Date: d3A�/Z4_ FREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: OApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 City of Atlantic Beach APPLICATION NUMBER Building Department (ro be assigned by the Building Department.) 800 Seminole Road ' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �Fliv E-mail: building-dept@coeb.us Date routed: 13 %2- City web-site: http:/Mww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / ��fit C'h` ent review required Ye No jj Build' Applicant: / �,� d Y1S�" Ct '7`7 G� fanning&Zoni ree Administrator Project: Cl//ri� � us Public Wo.00 ubiic Utilities `7 7 l�'') /7 Public aty Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: 2 k- QBUILDING SII-{" PLANNING &ZONING Reviewed by: rn Date: 2 TREE ADMIN. Second Review: []Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: OApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 "yT . yY fj City of Atlantic Beach MAR 14 L Q APPLICATION NUMBER Budding Department (To be assigned by the Building Department.) a 800 Seminole Road Atlantic Beach,Florida 32233-5445 -- Phone(904)247-5826 - Fax(904)247-5845 /. E-mail: building-dept@ooab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / J I�-'C r' �' '` ? iT :, _)apartment review required Yes No / Build g lannin &Zoning Applicant: Tree Administrator Project: Ct r/~i Gil' V� .c 5 Public W-ft Wublic Utilities 1 Fire Services 0 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. genied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: ? f Z TREE ADMIN. Second Review: VApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES 7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie . Comments: Reviewed by: Date: Revised 07/27/10 ( 1? A!_ ilIg ITBA 411 T hi 11awRN IIS\ANN //�I //�� P C �II�� \ / cG � pjE l 1 TP-M 'd_ $ V / \ O S V li , V LOTLor . l°50 295A€,. �j99 ' egtp!, j8 �l l i C N TOTR WISE LdaLNA4E RIMPERVICV3) a 5063 9.fi JAI ]III gf \ It 11 RES LOT 31 , NORTH ATLANTIC BEACH — — — — GSEFD6PRINT ""PES"a5) ""° S.F. INNgUNIT No. 1 R— C B CORPORATION , AS RECORDED IN 6ARASE FOOIFRINT (IMFER DIN NISEN. AIR PLAT BOOK BAR LEO SUFFOR W1I VlL ) - NINR 0 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, NpB FLRT (IMbERV1 5, - 1655F. SARAN OfiFjRApE W09D STEPS EXCEPTING THEREFROM ANY LANDS L`(ING EASTERLY OF THE EROSION CONTROL LINE FOR DUVAL " E� °�) 2q SIR. o w SWTH EXIRr aFF6RApE MArcT2fFOOF PECK U f r J SMN Ei1RY OFF6RADE IWroD STcTST 9F z ' ` m COUNTY AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A do 59B OF SAID PUBLIC RECORDS. ANNOSU(PERRIDOU5) AFF n h y __ _ DI ^ coNCRP� E _ RnMF LOT 33 1.1 PLR. 0.NIT. oePl.N51DE DEu: (PERVIOTS) - 22O B.F. 9 ti DRIVEWAY PAVEK90/ LDY (IMPERV ) yST E 4 PARN . P IOU9)� ANE) S PAVI� bF. of IALTY _ rvr s ;ORr - � .—T . _ PppL Deus nrmnevlwzl - 5665P 5 m a L.did c y I MA 'JNRY & x On BRADC OOFA191DE L6NL OCLK (IM2RVILrS) a pb55F. a eL RR�AAfnYr/ ioe.e' S2� EXrEreloRGONG, 9Tevs nw+�nvlws) NN AS SIR B E ° EI STORES MPERyI v' 52 S.F. 5F. 6 F O I• 1 HY IDt8' LLNL, PSTATE WALL (1MptlFVld13) • L5 S.F.G �l nRTME^ � ,Ifs r wALN TAT T'JRY z cONL.p�Awlw ways �,IMPERVIg15) • S. . m 5'0• / r rr��. LOT 32' 1reM 4E �� __.IP. PAps rsoxi Peravlaus) m SP- ftl I w.pE �,[. mrt \ �/ 1\I Rm,^ qiS '"0 �4 ED , � rOTµ l 5166 9F RCASI .Au \ _;- a:w. rr` a '0• TOTAL Lor cayERnoe - 4B5% nORTHwG 21656 rz E,¢ coAsrBL causiRVcnoN �Ca vpmL r ` : D L EAsnxc JT416I J1 LLL ------ °°�&°:xm1 PENN c gyp• o ses' as )�)_woN CUT M amts ar� z '\b A " 'XE ' "'ax APPRO)KIIAAIE SEASONAL HIGH WATER LINEDO 209. 3 -m- _— '°" ar F m o 0 ELENA III ssa rvaw fie \ o kI ANNE X20 �, uc .`mow o, arm 1 oc g \ IrNo RED? 7.1 AIDS NEAR SO a x-xGN` AAA NEEDac -o.+ -I mage= {ri." ><i '" a D %1 E rtFINE'ERG 011 __r VH^I m RON AADD W H roq xxx .mg) H ,7 Is PAN ) ° ) I T R 9xza- Yew_uaNE ANN ON _ H 5 .m. ch '� %rl kx III mfh` y F}!N Y ed ox f ArH� $ ITEM NI a N uN*. �p 9� N �„ a e E z5 o � BP/a4ilNp gs yl �� °"" IID 6, . I � 92 10AM b I I E �� 1 I�� SIT MAINGs � 6 3` fn m 1 i ke G m <A a D NORTHING 21666 INL PIPDEAN G R - nb H\ .>! I r 1 Xnxc .ro: - .,V.\ ' I sa.mWOOL yc ) N8 5'12"W '2#T u - �Zh RANGING 374169.95 L P tl N yl"`^ . .� ��a`.m"'r- i ' fi r.a a .w.r \s' .b. m V ., occ v, SII L BNRN w z cuT - Igon 7 : p GO.Epm 22 ' 3D 0mJ bbl-4 LOT 30 ,0• - 8 z v - oar �R ve ON R�a�3a twTEE sr z R SITE I / N D.E.P. POO NT TA&1LATION a ApJ MASON. ., �y .[ �,y ARA, zLCII ENE u y � . �l { 1 / G �f '^'" //T No 74 �a . ROOF OVtiwH -�_ , W --. —� DECKS, Mb STEPS) -- - - 1151 BEACH AVENUE W MAIN XL�E (INLLWES ALL FANFILEVE T 11 L — I 903 /�/el<: asm wcef-aF b.bfe hl+A�Na� - '- ~ - =°"�� F w.0 - - - _ ._ III HafJE reuroES A61- LANTLEVE;+s. ROOF o+EwwHos, -� inp't �_ SARAN 567 _ LOT 31 , UNIT NO . ONE r -ro br, gro2.f _ ,..gyp Fi✓� m � _ ; C�'✓� Pph,I (.nll b< o.+A LotFRw./ — e — -- ----L+- .< y GASGVRr r rgAVL NORTH ATLANTIC BEACH J�k -E y. . . GLNU m ESL.EAGE TIC Lo T DUVAL COUNTY, VASANRY & 90.9 1r (2. � GP- MMS'{7�0I' RAM, < ,; ,�,,.. �- _ -. •- _ EXCAVATION QUANTITIES SEAWA OF GGC f a --ME I I -. ._ . ... IXCAVgT wr FrsOM Bun.pINS PAD Rte. 61.> Lro9 OUT JZ --. _ - - - - —� SCALE : I = 20 '—011 B(LAVATIOWLVT FROM NUpe BEAMS ANG RILE OAFS = . 155 LYp5 OLT T 115 t : COND; o vxrvy s IXLAVATION FROM Ib'-p ALC£RLAST PILE - . Ib 9 LYpS OUT , . III 9.BrorAL IXLAVAnowGT Ar oAlVSE 5EAW4RD OF OGLL = .uae LYDS LUr n9` .� 1 '1 x ___________ �� _ M.Iu xO .: I -} RLL AT PAIILDlll9 Pqp - q56 LY03 FILL - G'-Gl.+E EXLAVATIOWIr OPRLRPDE M 6BEAMS AND RILE LAPS a r 125 OYp5 WT OM1VIALn Rid EXCAVATION FROM EN--DAUBERLAST PILE _ 45.4 GYL VE Ur _ _ j - 51dTOTµ WM FILL AT MAIN E _ - IDS CII FILL `1 OZA _ _ _ r POOL A!0 PECK 106.2' er FILL AT POOL OEIK e oi. rv. LOT ZB EXLAVATIOWGIT PROM FILE LAPS 5.5 CONDOS OLITC Orf PILL E% LAVATION FROM Ib -G A LI:ERLAST PILE 100 LtbS fM v EXLA NATION FROM i POOL SHELL • ♦ 95.1 L)D$ LUT ♦ — SB A TOTAL E%LAVATIOWLUT AT POOL AND pE6K . 553 OYD9 OUT 6 1111 a ¢ }/ x' c N_ � O h I MOS TO IT L FILL AT MOTOR LOJRT _ - 55.7 OYGS FILL FILL AT SLLFED DRIVEWAY - - 14,1 OYDS FILL S �J EN5TOTPL FILL AT MOTOR COGENT - - TOb LTVE FILL 6 ITEM K IN �36. i Y IENQZN. � PI; TOTAL GET r 3¢63 OTDS LIR Q 01f FI = IT@H NI LL - - 1656 LYDS FI LL TE TDIµ ENCEb Grt MARRIPI UBJ EPiIfQ A96^LkFLLl _fAHMO WCLGL ,(ObGM FY4FbW 16 LYpS � Q Nba TET IMPORT OF FILL a OD GYDS d O '1 Au IM TION NOIES ALL EXLAVAIFD EXI5TIN5 SPNpMATEL BE RFJ-OLATEp 3' Alb UNIIL13ED q5 BALKPILL MATERIAL AT TE MAIN ALL IEA WILOIIKPAp ANO 6A RASE ATERZIS)ILGIA ARE ALL EW.E59 OF THE AIN EXISTING 5A1b MATEI¢IAL SXP1y � PLALEp SEIHARD OF THE MAIN WN5FJ6ARAITE WNSE PA11LpIN5 GAD AND IMY 161' . W Q ITEM qlA' _ B@US® A9 BPLKFILL MATERIµ LANDwARp OF THE LUA LINE. O O J a.EP. REWENT wpolil ATB NI]NNEMcz R-4T X W 0 N< Q u LL ENORNEETRAL ayW4 MEAN T1E TILN. loss FROM THE gFPLILABLE INESINNIN9 POINT OF Z LGNIROL CONSTRLGTION I q BETEftAL PERMIT 911LDIN59 ROOF 9TRL'LILRE OR PARAPET. AND Al ATTACHMENTS TIERED. XI6IEST POIM LF TiET . .. ,E i a: LII E F�Q LT CMS SAL� I�A�IAL� E wTM rERMIXIN6 TIME Mq%IMM ALLOWABLE n TIRE �"Jm I - LPMILEVERED (TMb (3)B ET AAS EFGN3TMTEO BY affelPIEp - OF t �• willIIIF�IM . . X Q 1E ® E m -. INTIME MIIR ALL OLFIM FNONT PARCeLS. SHAu 6 All tr• 3 9 1 E'-A40E�'vXAALL �USFO AS TIME BE61NllL I OF AI-EA9I,ZEMEN°RT EXGEPTI THOSE! APLELSA W�THE orvLY a USA qR^+ I 1\ Y21 u = U TOPOBRAPHILrLL VARIATION 15 A LIN-MrPIMAIIFb DRAIN45E Eq$EMENT WIERE TE ENEIN rn a apovoyl --{ Q _ 1 p (.ITS' E M v 56) pESLR@ED IN gILCEDI.g SLBSECTION ( ) SXALL BE USED. r �UI�� r� develop, R. .Ix4e �I III _ (LALWLMCI AVERASE GRADE a NrA14 O b1499' NAVpbD) I-I AAROXIIMTE SEGS 4 HISH IW.TER LINE 9 (x15.94' NAW-66) I 1 1-- O LP LOT LT6E0. &IILpINS Pb MM1MRR 4\IMRIb (TOP OF GARAGE FlTL 1 F� IMIN HLIISEI ELEVATON 954 NAVLJ 66 6 m q6� (LALLULATm AVERADE GRADE SLAB) - I OF _.— 4 IC _ 1 6 _ p 1 MAIN R .n CAIr m "' mar+�a a !- �Lp�NS p � � TOP OF IXISTINS ARIRAB BIILD1116 Pb 1 OFPR°X TOP rL� !' 17@14]1 .PYI\y wl IPE WIE OF y25ETATION E ENG"el OX 3D4 NAw B ITER ulE b&XpA a p \MM $ r ORIVE'MY 1 L r' I CONCRETE p� APFROXIMATE EDGE ARROXINATE MEAN HI6X p !�(SS•///f�••"{ ��'J(,�J 9eAY1a-L M TO IN "'mit 41r44y1� If 1150 Nqw �/ K86NHBV ( 1995 NAW-66) -- O FOLLOW EXISTIN-E PACU .. IJP I HOU9E1 1 5 SLOPEI _ _� ' } 51N1RW k'bR 6Z°M IX i (w00' NAW-86} 1 _ ITM4 6y. 'n ' / mIII Appgp FFHLse- O �ryry 1 TriAVERSE LITE ELEVATION.Op �GH- LRE IIIIII I PEfi RAT. I .,� fEy�4)E V LIILIC® IX PILINuS REFLN D I F @61ON GONTIN LINE L STRULTIRAL I 1T@M 412 ±151-6 GLOSEDE21NB G� PLANS�A SEE�I� TO BE 1N COMPLIANCE W TH THE b" T 9EgWA EDGE OF ENL&AAA`A`5E ASONN LRE _ *Mb f CSD FILL PLACEMENT LENENT 1 FLORID AN 6TPBL15Nm IN SEOTION b]B- p.b LYD5 OF FILL SZ1'-6" T EDA£ OF Gsiz OF OKiK I FLORIDA P NS INIS NI RIE SIEN q§ DEPICTED BY NATLH SIOI'-10' SFAPY.Rp EpFiE � ENLLOai® STRUL 35.001 >LRE I ' 3! a nccoREG�NLE w1�5 GTION 6 5ANSIVAMSL� DEs1e>NEo 4YH3 SIOI'-10" TO SEAWARp EDF£ OF POOL EXGgyATO {{..�� I�4 "MININMM DESION LOApS FOR BLI,ILIGE WS ANO OTHER S 1 TE SEG 1 /j\ KITH A NRES• R1 AST AgNp THE MNNO W0 ME A^.£vOLIATE3 410-E x0-10 TO G EDEE OF 9rtl FLOOR LANTI Bµ(QNy I O /I.� 1 THE A MINIMIM Bg51L WINp SPE£p OF 120 MPS, ♦♦ ' ` 9) THE COMR USE AND OLAOpIN9 HAVE BE@ION ANG)• MINN-10 TO LO , _ y AND TIEIR USE IN AG,pRATEp IWTO THE SECTION ANF NO, SCALE : I 2O -O MINIO LATIONSINP ORNBUILWITHSECTIONbOF E ' 833'-4" TO SEAWARp EDGE OF FILL II = I 11 STRUCTURES DESIGN LOADS PEN BUILDINGS Alb OTHER ( 3x13'-q° TO 9EPwPRp EG$E OF POOL FENLE4 STRULNRES" MENTIONED IN N01E 21 cnTUM.Nnw-ea ANN 11, 3 �s ,tii 4 0 22'-3" 38'-9" 10 -4 yq 1 PILE LAYOUT 1' 3" 4 10'-6" 10'-LS" 12'-6" 12'-6" 12'-6" 1'- A EL. TOP+17.67' OF PILENAVD 1 a II 1 i)• ¢ wa EL +19 33 NA 1 r. EL 1].00' NAVO 4 5 L+ i].6]' NAW of VERTICAL #5 REINFORCING BARS FROM • �� Q TOP OF CURB 18"d x 18 w S-4 r TOP OF PILE 5-3 S-3 18"d x 18 w TOP OF PILE EL. +18.45' ' qW �g THE AUGERCAST CONCRETE PILE SHALL a• ' x�f� E jl w� (+20. 3' CVD) GRADE BEM • GRADE BEAM EDGE OF SL/NB w HAVE STD 90 HOOKS OR BEND OVER a - 1 - INTO THE PILE CAP, EXTENDVERTICALl '•, R S 24" _J L_ _J L (TYPICAL ALL LOCATIONS).PILE. RECESS TOP IPC 0 IPC 12'd x BEAM N, IPC 0 IPC 1 1PC z 1PC ( O D GRADE BEAM D 0 ^T OF SLA 3/ " AT II aG A ma ✓ oF N h � -- - S_4 v OH GARAGE DOOR y #`0 6" STOP m mx0 1 'Fo EL +18 ] ' NAL NOTE: SEE '9 8 2 om g F om EL. + .33' NA _ NO E: TOP i ALL W om j OP OF SLAB 4" CONCRETE SLAB = o STRUCTURAL SHEET NI S-3 o SLOP 2' ti TOP. F SLAB ti 3ON GRADE OVER MIL S-1 FOR OTTER TOP z EL +1 83' NA ! 5-3 "' z AUGERCAST CONCRETE w z 6 j 1 EL +18. T NANO o 0o TO OF SLAB go (+ 83 NGW) PILE EL+ 1 .t6T NAW. o 0o S-3 VAPOR BARRIER, OVER b OF PILE ELEVATIONS. z F. z F. I T/3" STEP .. EDGE OF SLAB 1 o w � (+1993' NOVO) 7 p wiv UNLESS NO O OTHERWISE. o w � I TERMITE TREATER YY gy o 0 1 2 o COMPACTED FILL f a W -- I . 1 j -- -- ---- - - � , N (+19. T cW) 1 m m III li o ® 8 1 S 4 m o ® -3 S-3 o ® SAWCUT SLAB 5f GRADE p m 1 4" m 16"0 AUGERCAST PILE k. GR DExB AM ,,—C r , PC 4 r ✓{ IPC IPC r- -,PC jl 0" GRID w/ #3 ETES 012" OC. O w TOP - - r T _ _ r _____ ___ a 9 I it ' AN BOTTOM _ .J y,.. ti< .,..r., .. _ — J L n !FTTy �. J L ____ ___ t vwyi ,xxr w L J Z J ,. t `J E L J I I . 3 V 3v1 F%' m EL. +19.33' NAVDA X pYdJ I 8 d x 12 w oo e h TOP OF SAB 9 6-#5 x 34'_0 �I yp GRADE BEAM 12 TE ° DOWN AT rn x LOWER THESE GRADE II 5 O o r (+20.43' NGVD) 1 #3 TIES ^ I � 1 2PC LQWE - > SHOWER F o BEAMS 2" TO ALLOW a 'o .. I iO O BEAMS l TO ALLOW < B' +., D (// w FOR SGD TRACKS •I 12 O.C. N , j xxw�. ORT EL. +18.45' II11 FOR E VATOR PIT m o RECESS TOP - AVO b ry 1 ^ �9 M 3 - I - - - o o n 6 OF SLAB 2 FOR II r r . 1 _ EDGE OF SL/Qg W STEP 5-4 2 1� #5,10 �" O.C.'gGiTTbM O m � 5-3 JIGD TRACKS - SECT Q _3 ' -3 ,Pc m ® ,Pc 1Pc o PILE ION �1 " .. I 1 IPC PC -+-r '^ r- r r y :� - SCALE. - 1 0 a EL L -� J J r__ 7 I� _ a 1/2 I __ T r _ r ___ _ ______ + -- + �M , �xM�- a B ` tA } 12" x 18"wJ j i �, GRADE BEAM r,., O r EL +18.]0' NAVO 16 tl x 12"w GRADE BEAM m 00 y ] �I m m I � ]'/z" STEP Iwo 2 TOP OF SLAB rn� GRADE BEAM 55y LEL IPC w � �berme -.¢G ,PC m -3">a'? 13.10NAND (EL. -12.00' NOW)......p { w mrc = _ _ 3`GOpM OF PILE i • - W � • w " � �.. I! . I l r $ w oqa ® r L � .^ S 3 \ y > z oo EL 9:T9.33`NAll 3 o la d rc z - V. �i_ 1 0 F. o ® —TIS mx1a" o Poet `I, Bwmx TYPICAL 16"4 AUGERCAST PILE m w Nip o o n TOP OF SLAB 3 / o ' W'k z F• o L_ j SII w ® (+z .4s NGVD) p " w iI o MAIN HOUSE STRUCTURE m rc o w - 8"or, No % 'p , POOL WA L . W a i — te" x 16'w m — OR EBEAM i 1PC om 1PC "..-.. . - - - _ y m I� m1P i¢ K H Cs NUMNTE _� J t @� „ � 1 "d x 12"w m p�; CGRA � ®�w WALL s i �' SWIM P 1 �MIR4z 1Px _ � °° BAM x,D" B Pyr T Po voice 2 ELEVATION ELF STE L 3 ,n 'n OL WA 1YPICAL 5-1 SCALE: 1 /4" 1yi^�il II ISI I`MGIf .... . 4" L I� r a q pll8r a L ), Ae IU UI S P w� IG "n T �� O, THOT UB o POOL CONCRETE 1I PAT 12"Q x 12"w o �' COW MN � Z' e a S83 543. ... GRAfOE BEAM 1 —T 1O m r �_ +11.83' NAW O Q J 2PC 1 2PC �' '� TOP OF#PILE J JI SPOL N Sr IL VERTICAL 5 REINFORCING BARS FROM d ffnn THE AUGERCAST CONCRETE PILE SHALL Z 1.d5 ^':1^¢ L_ J L_ J HAVE STD. 90' HOOKS OR BEND OVER ~ _ '1y:yi ^ 4 - 4" CONCRETE SLAB ON GRADE y Jr- INTO THE PILE CAP. EXTEND VERTICAL pq EL +18.017 NAW S-4 i6"d x 12" Q F t ' .m g E . +18.30' NAW 10"wlMe EL +18.60' NAW OVER 6 MIL VAPOR BARRIER, m N1 - EDGE OF SLAB GRADE E4 E GE OF SLAB POOL- WALL TOP OF POOL WALLS OVER TERMITE TREATED ao #5 PILE REINFORCING BARS 24" O -4 COMPACTED FILL. SAWCUT a MINIMUM ABOVE TOP OF PILE. S' fyl F r SLAB ON GRADE ON A - (TYPICAL ALL LOCATIONS). W PILE LAYOUT 1'- " 12'-3" 12'-3" 1' S 1 2" T-11 1/2" 2' 5^ 5'-1" 11'-3" 6'-0 1/2" 6'-0 1/2" 4" d f )ur 5'-0" x 5'—D" GRID W{ p 25--11 1/2" 10'-5 1/2" 29'-11' 15'-0" 16"0 AUGERCAST PILE Q LONG w/ #3 TIES 0 12""D.C. Q MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN ------------- 11 ll�,jr1 1. SCALE: 1 4" = V-0' NOTE: SEE STRUCTURAL o NOTE: SEE ARCHITECTURAL / SHEETS A-8 AND A-11 SHEET S-5 FOR SWIMMING b 6-#5 x 28'-0' FOR ADDITIONAL CONCRETE ® INDICATES 1' O 'd x 1'-O'w ❑ INDICATES RECESS IINDICATES RECESS POOL LAYOUT AND DESIGN, N [ I FOUNDATION SLAB GRADE BEAM TOP OF SLAB %" TTOP OF SLAB 2" SECTIONS, DETAILS, AND #3 TIES 1 R� M1IT 'T� ra '�Y� DIMENSIONS. POOL NOTES. 012" 0.0. V r I _ NOTE: ALL VERTICAL 5 REINFORCING Ir INDICATES 16"0 AUGERCAST INDICATES 16"0 AUGERCAST • . . II # + CONCRETE PILE. TOP OF CONCRETE PILE. TOP OF NOTE: INSTALL BOTTOM OF IIN1,1 n yi BARS FROM THE AUGERCAST' CONCRETE I ALL 16"0 AUGERCAST POOL • 5 FI 11Nipt¢I I' PILES SHALL HAVE STD. 90' :HOOKS L_ _J PILE EL.+ 17.67' NAW L_ _J PILE EL+ 16.67' NAW PILE SECTION 141 ` OR BEND OVER INTO THE PILE CAP. PIUNG AT EL -15.00' NAW / " = fp FE. III 1'IY!° (6pcs TOTAL) SCALE: , 2 ,'-o" k :. C 1 EXTEND VERTICAL ,q5 PILE RIINFORCING 1..�....— * y Y(St #/ r BARS 24" MINIMUM ABOVE TOP OF PILE. Ir INDICATES 16"0 AUGERCAST INDICATES 16PPO AUGERCAST i I � 1 r 1 (TYPICAL ALL LOCATONS). CONCRETE PILE, TOP OF CONCRETE PILE AT POOL, V O 11 , � 1 } r�7-� �� 0 I IL- _� PILE EL+ 17.00' NAW �_ _� SEE SHEET` 5-5 o pT W O .r1�• ', /�', p" « ro 11; WIDTH 16"0 AUGER'ICAST CONCRETE PILE INSPEC'-ION FL ,31o' NAVD (EL. —12.00' rr F V' o p a 1j^{:1y}n Crj II - SEE SCHEDULE 1. PILES SHALL NygVE p MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE PILE CAP, BOTTOM OF PILE UU $ � , � t• p t{ , 1 I �t11 io MINIMUM SAFO BEARING CAPACITY OF 50 TONS, ALLOWABLE TENSION GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE W _Q of H C{� . C IN CAPACITY OF 10 TONS, AND LATERAL CAPACITY OF 6 TONS. REJECTED AND (REPLACED. TYPICAL B rG AUGERCAST (3 � iC Lu n <� wLXO ¢yH t ' 16"0 AUGERCAST 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND 3, ALL AUGERED PILLE REINFORCEMENT SHALL HAVE A MINIMUM GARAGE HOUSE STRUGTU sr }'11 jM4�1S NOTES: RIES, SEE DETAIL 2/S-1 NTH ELEVATION HOLLOW STEM ED ONCONTINUOUS HE FLIGHT AUGER TO 5000 PSI THE SPECIFIED TIP CRETE GROUT CONCRETE COVEIR OF 2" TO THE #3 TES. QO rH{ ,Y v4 ro' 1) 'H' DENOTES 180' HOOK AT BOTH ENDS OF ALL BARS. DOWN THE AUGER STEM AND OUT THE TP INTO THE CAVITY FORMED. AS 4. AUGERED PILE PLLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 3 ELEVATION ?t 2) SEE PILE CAP PLAN ON SHEET 8.4 FOR DIMENSIONS THE AUGER IS SLOWLY WITHDRAWN. THE AUGER SHALL NOT BE PERMITTED 5-1 SCALE: 1/4" = 1'-0' TO CENIERUNES OF PILE CAPS. TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE REGISTERED PROHFESSIONAL ENGINEER OR AN APPROVED TESTING aEoOnm, PILE CAP SCHEDULE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL AGENCY TO SUPLERVISE AND CERTIFY THAT THE MILE INSTALLTION @@@ REINFORCING a TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH COMPLIES WITH IITHE DESIGN REQUIREMENTS. RECORDS OF THE sx '' MWGPEIWT1WRiN1 .y MARK LENGTH WIDTH DEPTH LONG SHORT PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND IPC 2 -6 2 -6 2 -0 3- 5 3-#P MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; 2PC 5 -0 2 -6 2 -0 4H- /H-f4 INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED ,. TxExuxMEdxIREIro ExOY,PLLWCEx1H1,E8lNW�9 :naup'NVS msxx®c Ett{86 VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE MgYIN1Exlxxr*Ioxamamrr�axnbbxlxmxAmxcme. 0 PILE CAP DETAILS PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE PILES; ACTUAL ITOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL Ave Mwxxora0txeenxcex,ewruomMrmxw¢.�Ix tp7111011 DETAIL OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED xxxcmxauxue¢rmxmlMwoxXmm mNn WMMmX REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF .wobmuemuauas mxnrecwo TxcwuvneA,EmuTm If mwxp n DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH RECORD UPON COMPLETION OF THE AUGERED PILE WORK, xxAxxMalaxecwxs Xxaorlmxx. 1y_ S-1 SCALE: 1/4" = 1'-0" STIEmIEa,Ems.wOuamxNlulEeEEHsuEClmxn MmlpE q„ygrppMFn li.✓+aT1E xmITMA91x10TiEx®GNMmERSFlfAttMIEIXACy'I.mWCE mlx $I�LLE4l , T1E9l WIIX W.'IW ICi1MEMNIxIM LE91ML00Il9 Fm BIX1pNgN10 dm�CCMk{{y�y S-1 OPi�i ' x1XENeIRUJR11F8'MFXIIIXIFDIXXORI. 311+m1 iLYE.x� 28'-6" +� '•I y1 OUT TO OUT SLAB Bpcs-#6 VERTICAL DOWELS _ __ 1s ✓I d V IP' 29 -8 w/ STD 90' BEND AT PILE _ .. 16"x16" STRUCTIUIRAL CONCRETE OUTLINE OF 16"x16" 12"x12 CMU/CONCRETE 1 �� •E 0 I� PILE LAYOUT 1. 3" 13'-7" ,3•_7^ ,• •• CAP, LAP 32" w/ COLUMN a COLUMN w/ 3-#6 VERTICALS CONCRETE GRADE a COLUMN w 2 VERTICAL ] i + REINFORCING ABOVE. z EACH FACE AND #3 TIES BEAM BEYOND, SEE + ® 12 D.0 a a` �� II 1 EXPoIMSION JOINT - SECTION 8/S 2 �_ ® 12" DEACH ACE ANd#3 nes 11 + i 1x( O EL. +1350' NgVO -- EL. +13.50' NA R + 1 I�� 11, a 5 1' 4 d x 1' 4"w w/ ELASTOMERIC wed EL. +13.50' NAVD n EL. +1350' NA „ � ] aJ yes•. 5-2r GRADE BEAM r ALANT AROUND -� TOP OF PILE CAP TOP OF GRADE EDAM TOP OF PILE CAP 7n TOP OF GRADE EAM , • Ili SE BELOW 'rte COLUMN TYPICAL (+14.60' NGVD +14.60' NOVO) f • w+w•rz _ mxaes ) (+14.60' NGVD) "+ IV. ]] 1 rm N m+axr- - ( ) (+14.60' NGVD) 1i 1` I 1 !�P D a _ _ __ � _ L __ _ 1 • 1 ' II 1 °g^ j < • I i iPC 1PC PC - 1 9s RECESS TOP 1 1 9 f OF SLAB %" AT i ! ��%%% % EL +14.;13' NAVD `✓ ,AEL +12.17 NAVD N i _ - 8�+117' NAVD jl�r r _� h I •I ON GARAGE DOOR I I w \\ TOP OF SLAB f ---- m BTM OF�GRADE BEAM ---- 1' OFF GRADE BEAM $ z vxaT nxr SLOPE 2" `"',y, (+15.43' NGVD) a • $ g - ....__A AN //o AEL +11.50' NAVD aAlL +11 .50' NAVD Y^ PILE CAP )! I+ (+D1526OFN SVD) tl NOA ERCA OF CONCRETEGE M �' DELOW BI AM4 w P e EL TOP OFNPILE PILEAT S SEEE , ( O0� 1 +11.83' NAVD _ ___ __ _ PILE IC'AP ATI�FSINGLE NGVD)HILE AP S � `~ ( x16 CONCRE E OP OF PILE p W L. ld �I r :I EEC] PA EL+ 11 83 NAVD. ,PCI PLAN FOR GFRAIDE BEAM. SEE PILE, SEE PLAN FOR x7 ,itI i r • 2'-6"x2'-8"x 2'-0"d LOCATIONS 2'-6"x2'-8"x2'-0"d '7 oSxu" • LOCATIONS riI sum SIECTION 8/S-2 z ,_ . _. .,,. .. _t PILECAP w/ 3-#5 1�_4�� PILECAP w/ 3-#5 B O 1 t j y - — - — - - EACH WAV 16"0 AUGER CAST EACH WAY 1'-4" 16"0 AUGER CAST E e J k I ! ) � ` 4 CONCRETE SLAB ON GRADE PILE PER DETAIL MOTE: PROVIDE 2-#6 TOP PILE PER DETAIL 5 S _ L +Ijiver'•' OVER L TERMITE TREATED COMPACTED �I .I J OVER 6 MIL VAPOR BARRIER, 2 6" FOR LOCAnONLAN FEARS BOTTOM 90' CORNER ER 0* CORNER BARS AND2 _6. FOR LOCATION1 SEE LAN n o n 1'-4' d x BELOW a. j _ gumrt,yl. ON A 5 0 5'_0•• GRID 1PC GRA4 IF DE BEAMS w .O j [GRADE BEAM CORNER PILE GAP /GRADE BEAM INTERSECTIION � a I 'lffil 'fI GRADE BEAM � I P r`3 -_-__ BELOW _I o GARAGE PILE CAP /GRADE BEAM INTERSECTION AT 12 x12 CMU COLUMN jr it!il < 411 �t � 11 zjll I yI I� O 11 71 1PC ICPi TOP OF LAB ( ! \\rnr a `a '� o s12 SECTION p Sze SECTIONt p Cop EL. +1433' AVD a ........ .,I (+1543' NGMD) 6'-4" f 5 2 i J sawTMNT 8 STEP • L rJ1•nr .•-- —I A ,PC i0 ° 1 11 .x - _ 6 J � ��_ Tlmwuu tl1O UNREINFORCED 4' CONCRETE BREAK- °' A Q y S 2 gWgy EL. +14.33' NAVD UNREINFORCED 4" CONCY ETE ry L< _ T SLAB ON GRADE OVER 6 MIL VAPOR BARRIER, TOP OF SLAB m BREAK-AWAY SLAB ON GRADE 11 + • ! S OF SLAB 3/4m .TOP I� 1 t � " 1 1PC �� L 1 2 'O /•"x1" DEEP I S_ SEALANT SAB-ONRMGRA EEON EA 5-0"x5-0' GRID. SLOPE STOP 10 BAw m CUT r r 11 P d - T T m _i w ELASTOMERICER RLL. SAWCUT p Fy�, 1 I�I �I'�7ipPR = OH GARAGE DOOR - '' T '"'"T SLOPE 2 - - EL� 83' NA 1 w/kil4 `7 ISI " EXPANSION JOINT 4 TOP SLAB \ I 1'-4"d x 1' 6w 1 �� w Z c #1 } EL. +14.16' NAVD w/ ELASTOMERlC S j (+1893 NGVD) \ ) GRADE BEAM y EDGE OF SLAB SEALANT AROUND BELOW NOTE: SAWCUT CONCRETE SLAB WITHIN UNREINFORCED 12"0 X 10"tl > VEI � �rJ Jt P (+15.26' NCVO) TWICAL) 1PC 3 1P2 \ ,pC 4 TO 12 HOURS OF CONCRETE PLACEMENT 1 -0^ CONCRETE THICKENED SLAB W ` X 1 p y 1PC COLUMN ( 9 a r 0 S ° rL T __ xE Jr r r--- ---- r-- -- rs9 _ _ y . �,• a A UT SLAB. TYPICAL 12"w THICKENED SLAB AT 6" STEP— dOWN Y k lit � .�. - -�mr� . ,. --- ----t S SECTION 4"d x , 4w r4 SECTION � I 5 whN GRADE BEAM S- 2 SCALE: 3/4" = 1'-0" uF 2 SCALE: 3/4" = 1'-0" S_ BELOW / . 8" CMU BREAK-AWAY Zq ' PILE LAYOUT 1 - 13'-]" 13'-7" 12'-2" 1'- WALL w/ 1-#5 VERTICAL F J i It PAINTED THIN BRICK VENEER ® 32" D.C. (CENTER IN CELL) H d 9 x III 41 -10 AS PER ARCHITECTURAL FILL CELL SOLID w/ 3000 psi Q {11PANS ANO SECTIONS Z 9 ( I 28'-61, CONCRETE GROUT GARAGE END WALL V ( I[ III I ) k it I� OUT TO OUT SLAB 12 0 #5 VERTICAL DOWEL ® 32 0 C INSTALL 1" THICK SAND BEYOND O ' I( LAP 25" w/ WALL REINFORCING BOND BREAKER LAVER IN EL EDGE IOF SLAB r— RECESS TOP OF SLAB a NOTE: SEE ARCHITECTURAL DRILL 4 AND EPDXY INTO BETWEEN GRADE BEAM AN,ID (+15.2fi' NGVD) ��' AS REpUIRED FOR 0 ` ( ' 110 i �' "' r rl SHEETS A-8 AND A-11 GARAGE HOUSE AUGERCAST PILE FOUNDATION PLAN THICKENED, UNREINFORCED, ] J BREAK-AWAY SLAB ON GRADE OVERHEAD GARAGE DOOR Q; Z ' R 4 a FOR ADDITIONAL CONCRETE '+ 11h'. x1j`4, I] pI I`N+; J FOUNDATION SLAB SLAB EDGE N UNREINFORCED 4" CONCR - UNREINBREAK- 4" CONCRETE INSTALL 1" THICK SAND 0 ATE BREAK-AWAY GARAGE W .: + 1 r {' , 4 DIMENSIONS. SCALE. 1/4" - 1 -0 BREAK-AWAY GARAGE SAB ON GRADE ( BOND BREAKER LAYER IN E� O I FlNISH GRADE SLAB ON GRADE SEL—#VARIES SLOPE BETWEEN GRADE BEAM AMD11.116 J 1 I ) k INDICATES RECESS INDICATES 16"x16" INDICATES 12"x17 for OF SLAB BREAK-AWAY SLAB ON GIRADE NOTE: ALL VERTICAL #5 REINFORCING El TOP OF SLAB '/." El CONCRETE COLUMN, I CMU COLUMN, SEE CONCRETE PAVER BARS FROM THE AUGERCAST CONCRETE SEE DETAIL 9/3-2 DETAIL 10/3-2 \ (EL +14.16' TO DRIVEWAY AS PER J 4 PILES SHALL HAVE STD. 90' HOOKS EL +14.33' NAVD) V', ' ' ] OR BEND OVER INTO THE PILE CAP, r- -� EL +13.50' NAVD e / ARCHIITECTURALS C9 d INDICATES 16 9 AUGERCAST TOP OF GRADE BEAM a EL. +13.50' NAVD Iga I .h +I EXTEND VERTICAL #5 PILE REINFORCING +- CONCRETE PILE TOP OF NOTE: SEE STRUCTURAL (+14.60' NGVD) < TOP OF GRADE BEAM + 1 TI 7L, BARS 24" MINIMUM ABOVE TOP OF PILE. L_ PILE El 11.83' NAV10 SHEET S-6 FOR GARAGE w NOTE: PROVIDE 2=#6 TOP 4i (+1460• NGVD) (TYPICAL ALL LOCATIONS). 16"x16" CONCRETE GRADE gp' CORNER BAR$ qNp w ttL �i C BREAK-AWAY WALLS, BEAM w/ 2-#6 CONTINUOUS TOP, 2_ COW MNS, AND BEAM;i. #6 BOTTOM 9D` CORNER 16"x16' CONCRETE GRADE 1 ..,, �] 2-#6 CONTINUOUS MID, AND • N BARS AT EACH GARAGE BEAM w/ 2 #6 CONTINUOUS TOP, ! 'I, I 1 3 STIRRUPS ® 12" O.C. GRADE BEAM COF NER 2" C AR yy 2-#6 CONTINUOUS BOTTOM, AND 2" LEAR ry 2 #6 CONTINUOUS MIDDLE. AND i ( Bpcs-#6 VERTICAL DOWELS _ _ # 1' 4" 2-#6 CONTINUOUS BOTTOM, AND w/ STO 90' BEND AT PILE IL 16"x16" STRUCTURAL CONCRETE P-4" #3 STIRRUPS ® 12" O.C. it si ) - COLUMN w/ 3-#8 VERTICALS CAP, LAP 32 w/ COLUMN a REINFORCING ABOVE. = EACH FACE AND #3 nes 16" x16" GARAGE GRADE BEAM AT SIDE WALT S 16 " x16 " GARAGE GRADE BEAM AT OH DOOR Q ® 12" O.C. I .�r E 1111 �k I r EL +13.50• NAVD N + EL +13.50' NAVD 5 SECTION �\ SECTION { s1 1 TOP OF PILE CAP TOP OF GRADE BEAM � \ SECTION p Fi t (+1460' NGVD) (+14.60' NGVD) 5 2 SCALE: 3/4" = Y-0" S_ Z < FI Ijr IT it I I ! ° - -- NOTE. PROVIDE 2 #6 TOP 2 SCALE: 3/4" = 1'-0" = 2 11 f k - _ 90' CORNER BFARS ANO W_ I OUTLINE OF 16 x16" I - r----Y 2 #6 BOTTOM 90' CORNER 1 -4 ar a3 S o ! CONCRETE GRADE 11 a BARS AT EACIH GARAGE 1'-0" a = y BEAM IN FRONT, SEE GRADE BEAM (CORNER 16"xl6" CONCRETE 16"x16" CONCRETE G 111 O 12"x12" CMU w SECTION Ell COLUMN w 3 COLUMN w 3 / t / #"' / #6 2-#6 VERTICAL rp0 ELA +12.17 AVID VERTICAL EACH VERTICAL EACH FACE EACH FACE g O < p ¢ II I� BTM 121 AVID EL 1550' NAVD •w TOP OF GRADE BEAM • J a a AEL +11 .50' WAND (+14.6(]' NGVD) W I- 8 Ii I a Il ---- BTM OF PILE CAP mi g �p !- III PILE CAP (+11.10' NGVfp) a c = L +11 83 NAVD AT SINGLE • •s G� , 8 III #3 TIES o #3 TIES Iph it TOP OF PILE PILE SEE 16"x16 CONCRETE a w ® 12" O.C. it sa r 1 ® 12" O.C. Fill PLAN FOR GRADE BEAM. SEE 1 tkI I!{ 1 11 7-6"x2' 6"x2' 0"d LOCATIONS SECTION 8/5-2 - O 16"x16" CONCRETE GRADE muxx m: CCK I . PILECAP w/ 3-#5 1._4. 16"0 AUGER CAST 3EAM w/ 2—IR CONTINUOUS TOP, — �•' • EACH WAY PILE PER DETAIL • CLEAR 2-#e CONTINUOUS MIDDLE AND wlxlo•m V s 2 CONTINUOUS BOTTOM AND ] 3 5-1. SEE PLAN #6 / /x CHAMFER AT BLDG PE9N1,GR1B, j� 2 6" FOR LOCATION #3 STIRRUPS ® 12" O.C. c(C tl A 1'_4• ' (,' 1 INTERIOR CORNERS, I ' I �� w + ,8 { a+( 4� IEy h PILE CAP GRADE BEAM INTERSECTION TYPICAL µ.ya ++ � 16"x16" CONCRETE COLUMN 12"x12" CMU /CONCRETE COLUMN "1�PsxmxavalamToff"mrrPG+roEmrX,romalpume �'-^"""� - .mxxxmw ' 1 I. 58]OaIBx[olx YClglmemm]FLOpnx,nxlxvmulAEmoE. E11-0% � k J 911 ' AT 16"x16 " CONCRETE CORNER COLUMN 16 " w x 16 " d GRADE BEAM (6 LOCATIONS) (5 LOCATIONS) OM �" �oxNE mml eEcnax e,m+w<cE]m a•xmlq]oPnxm Ip,VR Pm euEorm �71 SECTION SECTION 9 DETAIL o DETAIL °° re '� �x�mmmw° »max° 4 % 1 e wmlAuxXPmuspx]rosrtma]mwx. O 111 f 4 1 ]. TIECgp�.'RITB MD CIMFiW X9•h mFNBELEpIEppxPTE"�lm pHyxglYNIjC,KITIE +II )11 5-2 SCALE: 3 4" = 1'-0" r S�2 •w•w fd � Y11 I ' / S-2 SCALE: 3/4" = 1'-0" 5-2 SCALE: 1 /z = 1'-0" 5-2 SCALE: 1 '/" = 1'-0" xwxPan•reoxroraoeelwu+oaPEarrATnrexemsmxcE muwux69Pux+nEei L LL Y��WW wmlra,•mvear,rEnmulrmwwttwxwPnxm.wo xm , i tiI lk x � pmill RPE.1m%]YN9 PP q( f1j 1 ISI k I I ( { . w 1' . ,:rtl '1�+ i,. .J •us hJ q: Y ", L '. . "t..... L ... . _ . . .. � x I k a" ° 'b E #VI 1 #5 012" O.C. OP B" CMU WALL W 1—I VERTICAL t i #5 0 12" o.C. TOP #5 0 12' O.C. TOP #5 O 12" 0.C. TOP / ) , S+ xy1 I #4 0 12" O.C. TEMPERATURIE fi' STRUCTURAL - O 8 O.C. (THIS WALL) x 6" STRUCTURAL REINFORCING 6" STRUCTURAL #4 0 12° O.C. TEMPERATURE CONCRETE SLAB f +�� fl if FII I, CONCRETE SLAB CONCRETE SLAB REINFORCING 1-#5 VERT. DOWEL O B' O.C. F 6" STRUCTURAL CONCINETE SLAB #5 0 12" O.C. BOTTOM w/ STD 90' BEND INTO FOOTING VI N 1 3 SPAN TOP E FORCING 1 3 SPAN TOP REI FORC G 6" STRUCTURAL {„w p I / / 1/3 SPAN TOP FORCING 1/3 SPAN TOP EI FORCING CONCRETE SLAB a ALIGNED W/ WALL REINFORCING UPPORT 2 UPPORT To I' Na t NIDI N SUPPORT 7PERE . 2-#4 So20.43•SWGVD)VDSUPPORT m m 2 STO20O SLAB W W/ STD 90CBEND to SLOPE ABOVE ABOVE (THIS WA(o20A35NGVDw ,,,",, i5jTt} o x� #5 O 12 0 C BOTTOM ( ) li EL. +18.]0” NAW ( ;IIIF M az )K5; .P #4 0 12 ' O.C. x ACH WAY ABOVE PILE #'fEMPERANRE �j ¢ 6 0 12" O.C. BOTTOM ' . fi TOP OF SLAB +TEMPERATURE iv = # = 4012 OC AEL +1820' NAW6f #+,Nx REINFORCING n - - _ AEL. +17.6]' NAVD REINFORCING #FY l4 TOP OF PILE— n El. +17.83' NAW TEMPERATUR BOTTOM OF SLAB 5 012" OC #5 0 12" OCBOTTOMOF GADE BEAM REINFORCING# EL +17.33` NAVD BOTTOM #5 012' O.C. BOTTOM BOTTOM - -- - -6"I BOTTOM OF pILE CAP 1 6 x 1 6" GRADE BEIgM 1"-6" 6" STRUCTURALI It MONOLITHIC CONCRETE 1'-6 " x 1 6" GRADE BEAM REINFORCED w/ 4 #6 TOP AND CONCRETE SLABk GRADE BEAM REINFORCING 6'x2'-0 'd PILE GRADE BEAM, SEE PLAN REINFORCED w/ 4-#6 TOP AND 2 z CONTINUOUS THROUGH FOR LAYOUT 4 #6 BOTTOM w/ #3 STIRRUPSI it SINGLE PILE, 4-#8 BOTTOM w/ #3 STIRRUPS #5 0 12 ' 0.0 TOP 6$ PILE CAP, SEC SECTON 0 6" O.C. FIRST 4•-0 ' EACH END,2/S-3 N FOR LOCATIONS 0 6 ' O.C. FIRST 4'-0'• EACH END, THEN 0 12" O.C. AT MIDCjLE #40 12" O.C. TEMPERATURE THEN 0 12" O.C. AT MIDDLE REINFORCING OUTLINE OF GRADE BEAMER CAST PILE BEYOND, SEE SECTION 1 _4IL 2/5-1 FOR LOCATION G I�11 P � 2/5-3 2'-6" GRADE BEAM AT REAR II 7 SINGLE PILE AND STRUCTURAL SLAB GRADE BEAM AND STRUCTRUIRAL SLAB Q T ',+ n SECTION n SECTION LEAN PORCH STEP Dowty SECTION S-3 SCALE: 3/4" = 1 '—OR 5-3 SCALE: 3/4" = 1•-0" z 8" CMU WALL W/ 1-#5 VERTICAL $-3 SCALE: 3/4" = 1 '-0" C jj #4 0 12' 0 C 8" CMU WALL w/ 1-#5 VERTICAL ) TEMPERATURE 0 40" O.C. 0 40" O.C. 8'• CMU WALL W/ 1-#5 VERTICAL II a ' 1- VERT. DOWEL 0 40" O.C. #4 ® 12 0.0. '- 6" STRUCTURAL - 040 O.C. W 91 #5 0 12" O.C. TOp REINFORCING #5 TEMPERATURE CONCRETE SLAB ' W STD 9©' BE w/ STD 90' BEND INTO GRADE #5 0 12" O.C. TOP REINFORCING #5 VERT. DOWEL 0 40" O.C. 1-#5 VERT. DOWEL 0 40" D.C. n ` / 1 3 SP OF REINFORCING W/ STD 90' SEIJD w/ STD 90' BEND INTO GRADE 5 0 12" O.C. BOTTOM w/ STD 90' BEND INTO GRADE Q / BEAM ALIGNED W/ WALL 1 /3 SP N OF REINFORCING BEAM ALIGNED W WALL # { REINFORCING ABOVE / / a BEAM ALIGNED W/ WALL III :11 , I I 4j 2-#4 SUPPORT REINFORCING ABOVE OR REINFORCING ABOVE 2-#4 SUPPORT #W/ STD 90C BEND ro EL +19.33' NAVD < F ' n EL. +19.33' NAW = d _ ' TOP OF SLAB L+1783 + AW TOP .4 SLAB 2 n (+20.43' NGV) 5+x \ o .I SLOPE EL. +18.]0' NAW B3 V 1 'd y #5 0 12" O.C. BOTTOM " TOP OF SLAB 6" STRUCTURAL CONCRETE 'N #5 0 12" D.C. BOTTOM #4 O 12" O.C., z SLAB -- --- TEMPERATURE 0EBL. +1820' SLABF EL +17.67• NAW 6" STRUCTURAL CONCRETE ,Y BOTTOM OF SLABIOUTLINE OF GRADE BEAM BEYOND, ``TOP OF PILE - SLAB REINFORCIN -4Y' #5 0 12" O.C. BOTTOMSEE SECTION 5/S-3 - -- MONOLITHIC CONCRETE GRADE +•_6 1 '-6" x 1 '-6" GRADE BE 1'-6' 6" STRUCTURAL" 4 a �—{ NIM �� a9 W3 GRADE BEAM RCINFORCING CONTINUOUS BEAM, SEE PLAN REINFORCED w/ 4-#6 TOP AND CONCRETE SLAB $ ' , THROUGH PILE CAP, SEE SECTION 6/8.6 EL. +17.33' NAW BEAM 4-#6 BOTTOM w/ #3 STIRRUFpS 5 0 12" O.C. TOP x f BOTTOM OF PILE AP 1' 6" x 1 —6" GRADE BEAM # 3—#5 EACH WAY ABOVE PILE REINFORCED w 4— TOP AND 0 6" O.C. FIRST 4•-0" EACH END, / #6 NOTE: PROVIDE 2—#6 TOP 90' THEN 012" O.C. AT MDDLE #5 O 12" O.C. TEMPERATURE 4 �I{ 16"0 AUGER CAST PILE PER DETAIL 2•-6'x2' 6"x2'-0"d PILE 4—#6 BOTTOM w/ #3 STIRRUPS CORNER BARS (INTERIOR/EXTERIOR) REINFORCING AT POOL DECK SLAB 2/5-1, SEE PLAN FOR LOCATION 1' 4" CAP AT SINGLE PILE, 0 5" O.C. FIRST 4'-0" EACH END, AND 2—#6 BOTTOM 90' CORNER SEE PLAN FOR LOCATIONS THEN 0 12" O.C. AT MIDDLE BARS _(INTERIOR/EXTERIOR) AT EACH y sl ! , P_3• GRADE BEAM CORNER Z GIDE BEAM AT GAME ROOM C NO E: PRowO� 2-#6 TOP 90 GRADE BEAM AT EDGE CONDITION LI ' I PILE GAP AT EDGE CONDITION ORNER BARS (INTERIOR/EXTERIOR) STEP DOWN 11 s BARS AND 2(INTERICIR/EXTERIOR)RATREACH la, SECTION GRADE BEAM CORNER Q SECTION r� SECTION � y a w ' S-3 SCALE: 3/4" = 1 —0° 5-3 SCALE. 3/4" 1 0" F Z J tf+ 41 $-3 SCALE. 3/4" — 1•-0" (/# Q P {' 2'x4" SPF N0.2 STUDS NOTE: DRILLED AND EPDXIED Q F I � 2"x4' P.T. SYP No.2 BASE PLATE w/ 0 12' O.E, a �_ 2"x4" SPF NO.2 STUDS I s /e"mx12" HOT DIPPED V F "0x12" HOT DIPPED GALVANIZED ANCHOR ( 0 16" O.C. a W pp 111 = #(� TOP REINFORCING CONTINUOUS OVER PILE CAP COUPLER MUT GALVANIZED THREADED STUDS D lt�I '. BOLT OR DRILLED AND EPDXIED x/x"mx1Y 1 MAY BE SUBSTITUTED FOR THE 6" STRUCTURAL W , Z G " f✓ T a. I r4 PIIE PILE HOT DIPPED GALVANIZED THREADED STUD AT 2"x2"x /e PLATE WASHER CAST-IN-PLACE ANCHOR BOLTS. EL. +19.33' NAW CONCRETE SLAB i 1 ; EACH ALL-THREAD CONNECTOR ROD LOCATION AND HE% MUT TOP OF SLAB = Z SPAN (+20.43' NGX�D) #5 0 12" O.C. BOTTOM #4 012" O.C. #5 012" O.0 ANDD #5x6'-0" TOP 012" O.C. Q ILIA 4•-0" MIDDLE 4'-0' TEMPERATURE TOP EL +19.33• NAW #5 0 12" 0.0, TOP 3 I t M h >~ REINFORCING ` TOP OF SLAB #4 0 12" O.C. TEMPERATU #5 S 12" O.C. TOP 3 STIRRUPS 0 6" 0 3 STIRRUPS 0 12" O.C. 3 STIRRUPS 0 6" O.0 - RE flf— W/ SM 90' BEND # _ (+20.43• NGVD) REINFORCING V I I I p I = EL +1883' NAVD EL. +1883' NAVD p ] V II ( (BOTTOM OF SLAB TOP OF SLABY _I N V I p o #5 0 12" O.C. If4 0 12' O.C. TEMPERATURE EL +18.133 NAW A S ' BOTTOM (REINFORCING BOTTOM OF 5 #4 0 12" O.C. f ' PILE CAP EL +1783" NAW 012" O.C. BOTTOM �� #5 1•_O" TEMPERATURE #6 BOTTOM REINFORCING GRADE BEAU REINFORCING BOTTOM OF GRADE BEAM REINFORCING REINFORCING CONTINUOUS FROM PILE 4-#6 TOP AND 4- BOTTOM P-6" #6 — 6" STRUCTURAL ,'-0" x 1 0" GRADE BEAM II r I . CAP TO PLIE CAP 16"0 AUGERCAST w/ #3 STIRRUPS 0 6" O.C. CONCRETE SLAB REINFORCED w/ 2-#6 TOP AND > ` a PILE FIRST 4'- 0" EACH END, 2-#6 BOTTOM w/ #3 STIRRUPS (� VJ II , I 16'0 AUGERCAST THEN 0 12" O.C. AT MIDDLE #5 0 12" O.C. BOTTOM 0 6" O.C. FIRST 4'-0" EACH END, yRADE BEAM AT GARAGE R PILE 8°x18" GRADE BEAM STIRRUP SPACING INTERIOR BEARING WALL- THEN 012" O.C. AT MIDDLE STEP DOWN uQ p 1 = ' I " �1 SECTION wi � _ I'LL 5-3 SCALE: ,/r' _ ,' � SECTION R SECTION m3 F ' S-3 SCALE: 3/4" = 1'-0' #4 012" O.C. TEMPERATURE $-3 SCALE: °/x = 1' 0" p f NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS REINFORCING ! #5 O 12" o.C. TOP #5 0 12" O.C. TOP �1-- REINFORCED 8" CMU 1 j Ii�l 'l w/ STD 90' BEND W/ SID 90' BEND 1/3 SPAN OF REINFORCING GARAGE WALL BEYOND D < u L' II 'I #5 0 12" O.C. TOP RECESS TOP OF SLAB %' J . a'x : ' SLOPE , 2—#4 SUPPORT SLOPE m AT ON GARAGE DOOR W t- EMBEDMENT yEL. +VARIES NAVD m OZ - �)I STD HOOK EMBEDMENT LENGTHS 'Y TOP of SLAB 0EL. +,8.67• NAW t LO EDGE OF SLAB&sBAR SIZE TOP REINF. ALL OTHER REINF. m 6 012" O.C. BOTTOM s0# #5 0 12" O.C. BOTTOM#4 10" 7" m „1 6" STRUCTURAL CONCRETE SLABD! xe CCK FACE OF rvE #4 O 12' O.C. 19"d x 12'w GRADE awrx0om #5 13" 9" CONCRETE � a TEMP. REINFORCING 1' 0 ' 1'-6" x P-6' GRADE BEAM cLEL. +17.17 NAVD v , I o BEAM w/ 3-#5 TOP AND TOP $" 'Y e0 MOM OF GRADE . SPR+�n1 µ { I n1� REINFORCED BOTTOM w/ #3 STIRRUPS V #6 14" 10' 3=#5 BOTTOM w/ #3 1'- N 1 #] 17" 12'• STIRRUPS 0 12'• O.C. 0 6' O.C. FIRST 4'-0' EACH END, ' 91•=PV l 16 "d x 12 W GRADE SEAM THEN 012" O.C. AT MIDDLE wsw oxenforoeex ouvuww 4msuoue qux¢ a µ px TYPICAL HOOK N AT SWIMMING PODL GRADE BEAM AT OVERHEAD GARAC x<xxxx xax�xxxceareexao� 4®Ix mxovE a HOOK EMBEDMENT LENGTH SCHEDULE EMBEDMENT DETAIL E DOOR exomlmarxcmra•rovnmmu�orMeuWowm.wsxie,m E tg D SECTION SECTION _ "nK^•KK��K �fflro ' �`" °q n { q 3. T„Eoalvoxam^xocumxox4We�aaE�zclmxlxmenueE cxxuTorxw M,Txe S'3 m22 S-3 1' SCALE: '/q" = -0' INI-3 SCALE: 3/" = 1'-0" Ix�vaox^renlxromeoFacxwosxxa„gnoxamwa'xmwcc mre�nw¢smwrva4pe„Hm pry 'y� ;;w” rrryryRm wmlaccnoxearrawxmuuomauw•mwxemwrpeuo aroA^x�„.a ;db .ia ` �p'4MXIw, .i3;w o116iemWlulEa•xFfrtlaEowxorez uclmxuEeFILn M1OxIM9'2Tw � 11 I i x �gf f 41 gq gni b 1 [d 1LkVaiYdYv�i6 ;.c . kr, �W WI . r 8PP OMU WALL w/ 1-#5 VERTICAL 11 I ® 4N O.C. 6" STRUCTURAL REINFORCED 8" CMU �1 - k 1AME ROOM WALL BEYOND REINFORCED 8" CMU N.Y VERT DOWEL ® 40 O.C.0CONCRETE SLAB ENTRY WALL BEYOND y 1 #4 ® 12" O C w/ `STD 90' BEND INTO GRADE RECESS TOP OF SLAB 2" 6" STRUCTURAL CONCRE E t �� TEMPERATURE BEAN ALIGNED W/ WALL #5 0 12" O.C. BOTTOM AT GAME ROOM SOD TRACKS SLAB 1-#5 TOP, CONTINUOUS }'.) 1 #5 ® 12 ' O.C. TOP REINFORCING REINFORCING ABOVE n #5 BENT BAR ® 12" Q.C, Y i� i1i l yI L_ w/ STD 90' BEND 1/3 SP N OF REINFORCING 8"w CURB w/ 1-#5 CONTINUOUS #5 ® 12" O.C. TOP vii TOP w/ SID 90' BEQND EL +19.33' NAVD 2- EL +19.33 NAVD 71 W/ SID 90' BEND #4 SUPPORT " a AEL +19.33' NAVD yyy((( 111n l µ 2-#4 SUPPORT w "Y TOP OF CURB TOP .4 SLAB - - TOP OF SLAB ¢ 1 1 o (+20.43' NGVD) d •d ( (+20.43' NGVD) �; r 1 a SLOPE EL +18.70' NAVD / SLOPE i" `° TOP OF SLAB m •I #5 ® 12" O.C. EL. +18.67' NAVD + Ix #4 0 12" O.C. ,y EL. +18.20' NAVD BOTTOM p o EDGE OF F SLAB �11 lI £ o: I TEMPERATURE 'Y BOTTOM OF SLAB oI All , #5 ® 12" O.C. BOTTOM o 0. REINFORCING 5 ® 12" O.C. BOTTOM f n 2- 5 BOTTOM 8" # EL +17.67 NAVD t 6" STRUCTURAL CONCRETE _ AEL +1717 NAVD 1' 8' d x 1' 6"w GRADE BEAM �� fi" STRUCTURAL #4 BENT BAR ® 12" O.C. BOTTOM OF GRADE II { SLAB 'Y BEETMOM OF GRADE RI INFORCED w/ 4-#6 TOP AND 1 -6 CONCRETE SLAB TEMPERATURE REINFORCING 1 _6" BEAM Ci Ire ,1I MONOLITHIC CONCRETE GRADE 1 -8" 4 #6 BOTTOM w/ #3 STIRRUPS #5 0 12" O.C. TOP 1 =0 d x 1' 6"w GRADE BEAM m 6 z BEAM, SEE PLAN ® 6' O.C. FIRST 4'-0- EACH END, REINFORCED w/ 4 #6 TOP AND $ - p O 12" O.C. TEMPERATURE l3 (V,I )lr I Y-6" x 1'-6" GRADE BEAM NOTE: PROVIDE 2-#6. TOP 90' THEN 0 12" O.C. AT MIDDLE REINFORCING AT POOL DECK SLAB 4-#'6 BOTTOM w/ #3 STIRRUPS ' 1GY 1 u ' REINFORCED w/ 4-#6 TOP AND CORNER BARS (INTERIIOR/EXTERIOR) ® 6" O.C. w 6. 4-#6 BOTTOM w/ #3 STIRRUPS AND 2-#6 BOTTOM 9'0• CORNER & 1� 0 6" O.C. FIRST 4'-0" EACH END, BARS (INTER]OR/EXTEIRIOR) AT EACH F } Ik$ J THEN 0 12" O.C. AT MIDDLE GRADE BEAM CORNER m f 0 C ' GRADE BEAM AT GARAGE CURB CONDITION GRADE BEAM AT GA ROOM SGD TRACKS C3RADE BEAM AT ENTRY SLAB STEP DOWN � �' (2) SECTION Z P S-4 SCALE: 3/4" = 1 '-0" 2 SECTION 3 SECTION SCALE: 0/4' = 1 -O" SCALE: 3/4" 1' 0" ]] 1 ROW 10d COMMON WIRE PILE 4-#8x20'-0" TOP PILE w t JI REINFORCED 8" CMU m f I i 7 NAILS ® 4" O.C. ENTRY WALL BEYOND _ w/ 90' BEND Q jJ �/" STURDI-FLOOR SUB FLOOR PLYWOOD I � 12 -8 V-3" 10'-4" I 1-#5 TOP, CONTINUOUS } 1t SHEATHING. GLUE AND FASTEN TO WOOD BREAK AWAY SLAB EI JOISTS w/ 10d COMMON WIRE NAILS #4 ® 12" O.C. TEMPERATURE 4'-0" 4'-O" OLE 5'=3" 6 0 4" O.C. EDGES AND 6" O C FIELD a REINFORCING # #3 STIRRUP{5 a 6" O.C. a p rw- � STIRRUPS 0 6" O.0 3 STIRRUPS 0 6" O.C. 3 STIRRUPS 0 12- O.C. III #5 ® 12" O.C. TOP w 6-#5 STRUCTURAL SL CONTINUOUS ( ) e xo '/x EXPANSION JOINT o m e m +20.43 NGw Y = r AND SEALANT EL. +18.45' NAVD y nl< / EL +19.33' NAVD L' SLID 9D' BEND EACH END CONCRETE SLAB TOP OF SLAB - EDGE OF SLAB p - SLOPE 3 { •-I< SLOPE 1 '/p " ] z EL. +17.6] AND I I I I I ] I 4 Ipu Lv� 2"x8" SYP N0.2 STAIR -/ - * TOP OF PILE - `V ti N 9 ( /I}!Vl{I /yTIIV{T LANDING JOISTS ® 16" O.C. ro EL. +17.33' NAVD > BOTTOM OF PILE CAP EL. +17.67 NAVD 4" CONCRETE SLAB ON GRADE W 1pc SIMPSON LUS28 (' 3-#9 EACH WAY, 2' fi' x2'-6"x2'-0"d TOP OF PILE OVER 6 MIL VAPOR BARRIER, mg A7 g FACE MOUNT HANGER #5 w 12" D.C. 2-#B BOTTOM, PILE CAP PILE CAP 3-#5 EACH WAY„ W 1` 1 BOTTOM CONTINUOUS PILE CAF EL. +17.33' NAVD OVER TERMITE TREATED LUs2e ]REINFORCING BOTTOM OF PILE CAP COMPACTED FILL. SAWCUT f 2"x8" P.T. SYP No.2 LEDGER w/ 12"x12" CMU COLUMN VI x V-6" GRADE BEAM REINFORCING' °/"0x8" HOT DIPPED GALVANIZED 8" CMU WALL W/ 1-#5 VERTICAL w/ 2-#5 VEERTICAL. BEND 16"0 AUGERCAST REINFORCED w/ 4-#6 TOP AND 2,_ SLAB ON GRADE ID A 16"0 AUGERCASTf 6x2'-6"x2'-O"d 5'-0" x 5'-0" GRID III 0 24" O.C. #5 VERTICAL OVER INTO PILE 4- / #3 STIRRUPS PILFE PILE CAP ANCHOR BOLTS, WASHERS, AND #6 BOTTOM w { ' I HEX NUTS 0 16" O.C., STAGGERED TOP OF 6" SLAB. LAP 24" 0 6" O.C. FIRST 4'-0" EACH END, W 1-#5 VERT. DOWEL 0 x4" O.C. w TOP REINFORCING THEN ® 12" O.C. AT MIDDLE Z I 6" STRUCTURAL CONCRETE SLAB w/ STD 90' BEND INTO GRADE / BEAM ALIGNED W/ WALL r #5 ® 12" O.C. BOTTOM �1 REINFORCING ABOVE #5 a 12^ o.c. roP a 2-#5 VERTICAL DOWELS 18"d x16"w GRADE BEAM AND BREAK— AW#,Y SLAB F . ] S" w/ STD 90' BEND w/ STD 90' BEND INTO GRADE Lu F t BEAM ALIGNED w/ COLUMN ELEVATION W EL. +19.33' AN VD 1. 5 j < REINFORCING ABOVE TOP OF SLAB Y° SLOPE 1 '/2" G. y (+20.43' NGVD) m fO S-4 SCALE: 1/2" = 1 -0" Z (/) 4 EL. 11887NAVD f L' OF SLAB #4 0 12" O.C. TEMPERATURE y Q J Q} REINFORCING 10 1/3 SPAN OF REINFORCING Q F Q 1 #4 ® 12" O.C. w 1 EL +18.30' NAVD F„ i a II 1 #5 ® 1Y O.C. BOTTOM 2-#4 SUPPORT EDGE OF SLAB V Q EL. +17.83' AN `�D J. TEMPERATURE n AEL i 1] 87' NAVD SLOPE Q W BOTTOM ACE REINFORCING 6" STRUCTURAL BOTTOM OF GRADE m Lu ? Q / BEAM 1,-6, CONCRETE SLAB 1 ,_0, BEAM 16"d x 12"w GRADE 1 1'-6" x 1'-6" GRADE BEAM #5 ® 12" O.C. TOP 1' 0 d x 1' 0'w GRADE BEAM BEAM w/ 3-#5 TOP ANO REINFORCED w/ 4-#6 TOP AND w/ STD 90' BEND REINFORCED w/ 3-#6 TOP AND #5 ® 12" O.C. TOPj 3-#5 BOTTOM w/ 03 0 Z {${ } 111 4-#6 BOTTOM w/ #3 STIRRUPS 3-#6 BOTTOM w W/ STD 90' BEND STIRRUPS 0 12" O.C. Q LL Q 0 6" O.C. FIRST 4'-0" EACH ENO, #4 ® 1T O.C. TEMPERATURE / #3 STIRRUPS #5 ® 12" O.C. BOTTOM .� ]] ! THEN 0 12" O.C. AT MIDDLE REINFORCING ® 12" O.C., FULL LENGTH OF SPAN 6" STRUCTURAL CONCRETE VAh21E8 GRADE BEAMS AND SLABS AT SIDE ENTRY SLAB z"w MIN. F. h ( 4 SECTION 6 SECTION i � _ S-4 SCALE: 3/4" = V-0" 24" SCALE: 3/4" _ 1 -0" t " 4'-0' � k F 1 p 24" 24pp ERIM CONTINUOUS AROUND S. 5'-9" (t AI `s' S-4" h (PERIMETER OF 6"wide CURB � #5 TOP BENT BAR I { yVy #5 "BENT BAR" TOP @ • I #5 ® 12 O.C. TOP #5 TOP BENT BAR REINFORCING ® 12" O.C. 6" 5'-5'/a"t x 4'-8'/2 "i 1-#4 CONTINUOUS x G @ @{ ' 6" STRUCTURAL AROUND PERIMETER y fi" SIRUCTURAL CONCRETE SLAB ¢ }( {p J CONCRETE SLAB EL. +19.03' NAVD 1 - CONTINUOUS #4z2' 0 VERTICALS —�' W u1p i 1 5 4 #4 #4 SUPPORT BARS m TOP OF SHOWER SLAB AROUND PERIMETER 1/3 SPAN TOP REI RCING ® 24" 0 C. AT CURB K W u 1/3 SPAN TOP FORCING 5'-2"+ 2_ 4 EL +18.33' NAVD iO �/y� EL +19.33' NAVD Q = 1 "{ ! •� " II 2_#4 SUPPORT f TOP OF ELEVATOR SLAB TTOP OF SLAB o � IEq EL. +19.33' NAVD J. . SUPPORT 4o EL. +18.83' NA VDA +20.43' NGVD p� , 1111 ' TOP OF SL _ #5 "BENT BAR" TL)P IL +19.33' NAVD TOP OF SLAB F #5 "BENT BAR" 'ITpp ( ) j < O REINFORCING ® 12" 0 C �fDP OF SLAB (+19.93' NGVD) REINFORCING ® 2" O.C. 4 ® 12" 0 C ! (+20.43' NGVD) n ) 12" D C #TEMPERATURE W f f (+20.43' NGVD '+ #4 ® 12 O.C. '° o T�IEMPERATURE REINFORCING m O0 E i I TEMPERATURE S REINFORCING of •I \ REINFORCING o 6" STRUCTURA 2" MIN. #5 "BENT BAR" BOTTOM ¢ 6" STRUCTIURAL #5 "BENT BAR BOTTOM 1� EL +17.83' NAVD; CONCRETE SLAB 112" O.C. 12" MIN. I�� 1 BOTTOM OF GRADE T #5 ® 12" O.C. 'lo REINFORCING ® 8" O.C.0 #5 CONCRETE SLAB REINFORCING ® 8" O.C. IY� 11 BEAM BOTTOM 1•_6• #4 ® 12" O.C. TEMPERATURE EL +16 E3' NAVD DOTTOM .„ #4 ® 12" O.C. TEMPERATURE ou¢xae I REINFORCING BOTTOMOTTOM 0CCK { ` k MONOLITHIC CONCRETE BEAM 1._6. REINFORCING GRADE BEAM, SEE PLAN V-6•' x 1'-6 GRADE BEAM (+17.93' NGVD) wnaaaw: FOR LAYOUT REINFORCED w/ 4-#6 TOP ANID MONOLITHIC CONCRETE 2 -0"d x 1'-6"w GRADE BEAIM GRADE BEAM, SEE PLAN REINFORCED w/ 4-#6 TOP AND w 1 L 1 Ail ., 4-#8 BOTTOM w/ #3 STIRRUPS; FOR LAYOUT 4-#6 BOTTOM w/ #3 S &9GPJAIrt1Ni1/11 jf 1 TI ® 6" O.C. FIRST 4'-0" EACHIg EACH SND, ® 6" O.C. FIRST 4'-0" EACH] ENO, THEN ® 12" O.C. AT MIDDLE THEN ® 12" O.C. AT MIDDLE + Ert,'alnscnoxmamraoxwxxsnar �moe a noxwxea xuuxm EttL35 319 " SLAB STEP DOWN AT SHOWER CONDITION 12" SLAB STEP DOWN AT ELEVATOR CONDITION TMEw "*° '"°x�'° xIxw�xxx�E aivmn NIIXCLMxI B.N1&ULEI@ VIHMW YF&W LWL®RP WEpN38 SECTIONSECTION .womxmmucvusrowmeswoTMExmmw•ra,Lroocuim r� wlmnwxux svcwxxevEmar lmwx °��N� i �Qtxnw nn 11I ` I (k 11 S-4 SCALE: 3/4" 1'-0" srxEox4axExrsrmosmxalu�mEx�umuallen� clmatnrlx c.xA11xE S-4 u �L 7777 tl ti 1 S-4 SCALE: 3/4" = 1'-0' IxcawaxAimxror�oEexmum�Ecnlumrelx,'animwu caxu�mxmuwnw+ OIXIXflWCRxRB Ixxv1ELML9fOPUIWH®NO YLFB]NLLE ,E W (xxj]9A]tl/ n11 y IX a ( I ji I '' I ra yy + 1 al -,) INSTALL AN AUTOMATIC t q. TIMER FOR THE POOL LIGHT SYMBOL FIXTURE. FIXTURES. ANO TYPE MOUNT hELQE POOL MANUFACTURER it TO ENSURE THAT THE POOL � HAYWARD RESPONSIBL-E FOR THE DESIGN �1 7 p ii LIGHT IS TURNED OFF WHEN C`OLORLOGIC ipc AT POOL 50 watt LED HORIZONTAL 2 0" BELOW AND INSTALLATION OF POOL .( 1 4.0 LED PGrOL LIGHT 1pc AT SPA 50 watt LED FLUSH MOUNT WATERLINE J NOT IN USE DURING SEA TURTLE EQUIPMENT PEDESTALS AS + j ; j — —_, F T r-- --r r— „ '., NESTING SEASON HAYWARD MODEL No. { {I t Ii SP0524SI-EQI5O REQUIRED BY FEMA 55. L -- --a r /_\T LT— --- J L__ J L (MAY 1st — OCTOBER 31st) 11 1 7 �+ t_ �—+�+ I + --- + ----------- — COLOR: AM®Eft LED a III -. L: IIS 16"d 1. 1 $ I l f (I x 12"w GRABE 8" 11'_0" 6 2 EL. +18.70' NAVD BEAM w/ 3—g5 piOP AND vl 1 { T/" STEP m vj ou d S 3 S_4 TOP OF SLAB 3-g5 BOTTOM w� $3 5'-6"• 5'-6" 5 S STIRRUPS ® 12" (J.G g x <n EL. +15.80' NAVD O 5 ® 12' O.C. TOP POOL COPING s ' wm< - TOP OF PILE S-5 . # EL. +18.6 ' NAVD AS PER POOL *I r o w 6 w STD 90' BEND Ci a o Q 10 / TOP OF P ` zea O ], 1 ' 4'-0'• .n OPLL MANUFACTURER rc cs 6 ' STRUCTURAL 2 'p w oow 9' S-3 WATERLINE TILE 1 �II t iJ .., o z F- 13 r- -_r CONCRETE SLAB EL. +18.10' NAVD (TYPICAL) w I 'I,I 1�1�• ' ll 1 ) O1 00 a � ao 8" CONCRETE POOL POOH W�Ai1LL5 swPE ppp I 1 + 8" CONCRETE SPA WALLS ®\m WALL 0 12" O C. EACTO FACE, \ ��/ ; +- \ ® 12 O.C. CONTINWOUS WATER LINE \ BUILD UP PERIMETER i \\•\ IL_5 `\ \ 8"wide SWIM-SHELF A OF DECK WITIi .. p3 4 EXCAVATED EXISTING a y F y t t ' SAND FILL 9 ( ) POOL WALL � ,• � ! #5 10" CONCRETE POOL SIDE G w/ #4 REINFORCING 3 Y 'j( 0 1 TEMPERATURE REINFORCING * 2-#5 WALL w/ g4 REINFORCING O 0 12 0 C EACH FACE, / O SWIM STEPS o CONT. EACH WAV TYPICAL -5 10"q10" t SHELF "(j I U- +13 ]0 NAVC #5 0 12" O.C. BOTTOM ® 12" O.C. EACH FACE, K tt =' (TYPICAL) �1 w STD 90' BEND b EACH WAY { . r J CONCRETE v TOP OF PILE i` / "� ' u � a91 1 10"x10" COL MN 11 -1 - 8" CONCRETE SWIM SHELF SLAB I ' p e EL +14.10' NAVD _ --- --To-Jo hEL 1 0" : r- _ 10"x10" w/ g4 REINFORCING 012" O.C. BOTTOM OF POOL Z ,e 1 + . I COLUMN o, m I _ 'y _� CONCRETE 'a TOP AND BOTTOM, EACH WAY I # ( I _ / o COLUMN / EL. +13.70 NAVD U I I Y 'MiF i _ o 2-#5 CONTINUOUS ATJ TOP OF POOL PILE ap 1 I 1 MAXIMUM P SEffi - 50 WATT BOTTOM OF POOL WALL / BEND OVER 6 g5 VERTICAL m SPA LIGHT '+' y�f I I J REINFORCING FROM AUGERCAST p r ).1 1p J LI JJI I I POOL I MAXIMUM PILE CAP AND W t 4 e EL 1310' NAVD r 01 - 1 POOL DEPTH VARIES I I POOL LIGHT GRADE BE BEYOND CONCRETE PILE INTO 1 +' TOP OF PILE HOT o aj I I MONOLITHIC POOL SHELL 4 C I + O .I IEl I-5'-0' I 3' 0" TO 5'-0" E -3'-0" 10" CONCRETE POOL END 8" CONCRETE POOL SLAB -/ Q 'S6 9 t TUB m �T I WALL w/ g4 REINIFORCING 4 REINFORCING f• r L- 6 -]" 6' 0" "' 8 (DEEP WEL 15'-10" 10' w/ # 16"9 AUGERCAST PILE $ EL. +12.10' NAVD I BOTTOM,D. EACH WAV AMDEL. 43 NAVD w 6 5 x 30 0 LONG s O DRA k EACH WAY EACH FATOP BO 0 / # TIES ® 12 O.C. Fl P OF PILE x S� TOP OF PILE ® CE 2 _ _ I C, +13. / # G II{5 I I EA 5 5F POOL w 3 6 I 14 TO I I EL. +13.]0' N� SLAB o + CROSS SECTION AT SWIM SHELF I ' v " L-- --J L-- SECTION Ih 1 �I" g 16"d z 1 "w GRADE EL. 18.30' NAVD 10" CONCRETE POOL SIDE EL +18.60' NAVD 8" CONCR POOL SLAB 5-5 SCALE: 3/8" = 1'-0" C 3 Z u .i i BEAM w/ 3-# TOP AND EDG OF SLAB WALL w/ #4. REINLO CING TOP OF POOL WALLS w/ #4 REI ORCING > + 3-#5 BOT OM w/ g3 6 4 0 12" O.C. EACH FACE, 1 0 12" O.C. OP AND 8" 6'-0" 8" 15' 10" 10 a g y 1 61 ,I STIRRUPS ® 12" O.C. 5-4 S-5 EACH WAY S-5 BOTTOM, EA H WAY EL +18.60' 11 "� W 8"'w CONCRETE SPA WALL w ` 5 ® 12" O.C. TOP / TOP OF POOL WALLS # EL. +18.50' NAVD POOL COPING ! 6'-7" 23'-4" #k REINFORCING ® 12" O.C., w/ STO 9D' BEND TOP OF SPA WALLS E AS PER POOL CONCRETE PAVERS iis I"yj 'i .' TACH FACE, EACH WAY I ', 29'-til" 6" STRUCK RAL MONOLITHIC CONCRETE MANUFACTURER OVER COMPACTED rl CONCRETE SLAB EL +1810' NAVD STEPS INSTALLED AT WATERLINE TILE SAND BASE CONCRETE FIELD -IN LCPE TIME OF POOL SHELL (TYPICAL) SLOPE BUILD UP PERIMETER '_ PAVERS OVER . ", WATER LINE -WAhPR LINE ... OF DECK WITH «l POOL AND AUGERCAST PILE LAYOUT PLAN STRUCTURAL EXCAVATED EXISTING t t SCALE: 3/8" 1'-0" +1 SAND FILL y ' �i 1 • T" r- -r #5 0 12" D.C. OTTOM EAT �j 10" CONCRETE (POOL END J r t : INDICATES 16"0 AUGERCAST NOTE: INSTALL BOTTOM OF < - y v CONCRETE PILE. TOP OF #5 0 12" O.C. 1'_6^ 4•_6^ o - ro WALL w I + I ALL 16' 0 AUGERCAST POOL TEMPERATURE REINFORCING t.. _ / #4 REINFORCING 2 H `I { �_ _J PILE EL.+ VARIES NAVD i'_0^ 0 012' O.C. EACH FACE, {- PILING AT EL. - 155. 00' NAVD LAP DEEP WELL DRAIN, EACH WAY O Q EL +14.10' NAVD SEE BE IL 6/S-5 GENERAL NOTES: ( 6pcs TOTAL) BOTTOM OF SPA _ EL. +1370' NAW O I— J EL +13.10' NAVD TOP OF HOUL PILEIt V 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING COPES, PRIOR TO BACKFILL. W O TOP OF SPA PILE 3'-0" _ _ 8' CONCRETE POOL SLAB 0) 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF I� 4-85x7 8" long direction Q tl LAP w g4 REINFORCING i Fi 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN 12" LAYERS. 2'-6"x2'-6" PILE CAP / AND 9 re xion. ® 12" O.C. a 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HICH (MINIMUM) FENCE AROUND 8" CONCRETE SPA SLAB - ® 12" O.C. TOP AND short direction. J J JI THE POOL AREA TO MEET OR EXCEED LOCAL CODES). BEND OVER 6-#5 VERTICAL BOTTOM, EACH WAV O O O ' I. ( REINFORCING FROM AUGERCAST w/ #4 REINFORCING sI { 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING, CONCRETE PILE INTO ® 12" O.C. EACH WAY EL +12.10' NAVD i6"¢ AUGERCAST PILE 00 Z AND ELECTRICAL REQUIREMENTS. TOP OF POOL PILE w/ 6-#5 x 30'-0" LONG a Id Q MONOLITHIC SPA SHELL 3-#5 EACH WAY 5) SEE SHEET P-1 FOR STRUCTURAL NOTES 4 g5x] 8" long 012"direction w/ g3 TIES ® II2" O.C. { 1$ Iy 16"0 AUGERCAST PILE ABOVE PILE AND 9-#5x reion. ® 12" D.C. T-4" w/ 6-#5 x 28'-0" LONG _ short direotion 9 • w/ #3 LIES ® 12" O.C. I II III 8" 6'-0" 10 8" 6'-0" 8" POOL COPING SPA COPING �NGITUDINAL CROSS SECTION a. I g5 ® 12 0 C TOP EL +18.60' NAVD AS PERP #5 ® 17 0 C TOP POOL AS PER POOL EL. +18.60' NAVD. ADD 4pcs #4. x 3'-0" r 44 1 w/ STD 90' BEND TOP OF POOL WALLS MANUFACTURER MANUFACTURER TOP OF SPS w/ STD 90' BEND 2 SECTION DIAGONALS AROUND DEEP y 6 6" STRUCTURAL WATERLINE TILE WATERLINE TILE 6" STRUCTURAL MAINTAIN 2" WELL DRAIN OPENING - CONCRETE SLAB EL +18.10' NA TYPICAL CONCRETE SLAB S-5 SCALE: 3/8" = 1'-0" r (TYPICAL) (TYPICAL) EL +18.70' NAVD CONCRETE FIELD CONCRETE COVER s SLOPE aoP �r xn BUILD UP PERIMETER - PAVERS OVER 5 fi' B" AROUND OPENING LINE OF DECK WITH r' "-' STRUCTURALSLABEXCAVATED EXISTING p (• V rr' . • r s 'q.:}.i` SAND FILL 18' 12" 12" 12" 12" 8" 1" { #5 0 12 O.C. A 1� SEAT SEAT J #5 5 ® 12" O.C. TOP ... � w /` 0 12 O.C. # 10" CONCRETE POOL SIDE 8"w CONCRETE SPA WALL TEMPERATURE REINFORCING / f TEMPERATURE REINFORCING N +1 / TI w STD 9D' BEND 3 t III. I o WALL w/ #4 REINFORCING g4 REINFORCING ® 12 D.C., .o EL. +18.60' NAVD 6" STRUCTURAL W 5 0 12" O C BOTTOM 0 12" OA. EACH FACE. EACH FACE, EACH WAY 1'-6" 3'-0" V-6" #5 0 12" O.C. BOTTOM g OF OF POOL WALLS Y A / y ;� DEEP w STD 90' BEND CONCRETE SLAB wU_ w STD 90' BEND WELL EACH WAY < 1_0 / EL +18.10' NAVD Q it q� 1f. 18" wide MONOLITHIC CONCRETE 2—g5 EDP[ �Y _CPE 8" CONCRETE POOL WALL DRAIN 2-g5 CONTINUOUS SEAT w/ #4 REINFORCING IAP EL +14.10' NAVD (,�t w/ g4 REINFORCING BOTTOM OF SPA CONTINUOUS z } t t EL 13.10' NAVD ® 12" O.C. EACH WAY EL +13.10' NAVD SWIM SHELF w/ #4 RE NFOR�ING SLAB t• O ' i I GT 012" O.C. EACH FACE. q - "' " " ^ ® 12" O.C. TOP AND < u M I $ f u I EACH WAY BOT MT 0 8" COIs NCRETE SPA SLAB - - TOP OF SPA PILE J 0 s � EL. 12.10' NAVD 2'-6"x2'-6" PILE CAP BEYOND o �. �g5 ® 12" O.C. DEEP WELL BOTTOM, EACH WAY Uj 41 'i TI 2—g5 CONTINUOUS AT TOP F PO OOL PILE w/ #4 REINFORCING TEMPERATURE REINFORCING DRAIN O BOTTOM OF POOL WALL ® 12" O.C. EACH WAY to f EL -9-1" m Z O 31IIIfi 6 i+ BEND OVER 6 5 VERTICAL BENp OVER 8-#5 VERTICAL #5 ® 12" O.C. BOTTOM PILE CAP AND # 3-#5 EACH WAY ABOVE PILE BENDO VER FROM AUGERCAST w/ STI1 90' BEND EL. +}:310 NAVD II REINFORCING FROM AUGERCAST GRADE BEAM BEYOND CONCRETE PILE INTO PILE CAP AND EL +1343' NAVD MONOLIIIIHICPSPA SHELL 8" CONCRETE POOL SLAB MONOLITHIC POOL SHELL GRADE BEAM BEYOND DEEP WELL DRAIN OPENING REINFORCING MuwXEr: I : T PA CCK a . I BOTTOM OFS w REINFORCING � I / #4 ERCAST PILE O , I ® 12" O.C. TOP AND 16"0 AUGERCAST PILE SLAB 1fi"0 AUiG MONOLITHIC CONCRETE POOL w/ 6-�,+ x 28'-0" LONG STEPS w atraun ex ( BOTTOM, EACH WAY w/ 5—g5 a 281 LONG .0 MV REINFORCING 6 DETAIL a .n w/ #3 IDES ® 12" O.C. ® 12" D.C. TOP AND vee p EL +12.43' NAVD w/ g3 TIE$ ® 17 D.C. S-5 SCALE: 3 4 1'-0" BIDG PERMIT 1pR1li1 g I ' BOTTOM, EACH WAY / - O I➢ V i iI IH BOTTOM OF POOL arae �"_1,�, SLAB CROSS SECTION AT DEEP WELL CROSS SECTION THROUGH SPA CROSS SECTION T L1xrEERumutEOPar>xmroeEMcwP,iwcEwlmll�Emuuwm Rallwaeul arexuXO F 1HROUGH STEPS �ruuw®xeanoxveamrRvuw.wwmiurn+coop. SECTION 5 4 SECTION _ SECTION xe wwMs axERms +vsRa EoacEniXmrm u 1m11�11 wlmxalolle ulxuecElai i,+xlM.w,osmmlwRa roaeuomxc® . uomXEamwcnr�•rovmmsrummewwimm�eemsrm ' IV l : mwxo: 1 II i; 5-5 SCALE. 3/8" - L-0" S-5 S-5 SCALE: 3/B" = 1'-0'• SCALE: 3/g" = p_0" NiMXxnRN.M M+ICNTm M'ffoalmAPx. IQ�E I � CXR SMEmIFgIFNi6N1UCLVmINA1N4E�FN8RCC19fINRMpPiJ� ®ICRIE ENS=5 LL a 1�1 {� V 1I1 gi1 vmmsscmreior�i�xxiwu�oEsiw�Eam rwW�ux�ieumo K'!t� � //�//� L 1 � � va. �. �i 1 Or1Efl6TW.TlflF%MMIG6➢IX N]tEP. 31iAM RPE.mW Iw ' LSI il•' f( !it 4 1211, � I tr1r, I1. 7' MINIMUM BEARING � �1 EL, -+25.22' NAVD h AT PRECAST LINTELS j •r EL +25.22' NAI 111 �3� ]a 1 TOP OF 16"x24" CMU 3 Ij A ' 28'-Q' TOP OFOF PLS fI 1 COLUMNa CONCRETE LINTEL BEAM ^ �` 1� LAYOUT 8 13'-]" 13'-7' 8 aj12'w x 24"d CMU/CONCRETE LINTEL 7 ' zi- zr BEAM w T.Y 8' CMU B EqK-AWAY WALL w f / 2-#5 TOP AND 3-#5 411 yI1 �o `1-#5 VER (CML AT EACH COLUMN 3 �o BOTTOM w/ #3 STIRRUPS 0 8" O.C. jl y z 1 ^ o< INTERSECD ry AND ® 32' O.C. Joa W III I - nvM rMrx1,1r AEE. +23.22' NAVA1. j mores BW - BW S 6m _ BOTTOM OY F 6" 24" CMU I� ---------- C1 Vm CONCRETE LINTEL BEAM P a � ______ ______ F , Gi GL-2 C1 GL-1 12"w x 24"tl CMU/CONCRETE 12 'w x 16"d CMU/CONCRETE -- --1TVIC O ,rn.• C1 BEAM ABOVE w 2— 5 TOP I . I [ I / # , /z" EXPANSION JOINT I ^!1 BEAM ABOVE w/ 3—#5 TOP '/z ' EXPANSION JOINT ( X NEON DINT AMD 3—#5 BOTTOM w/ w ELASTOMERIC 1 +•, tGl AND 3—#5 BOTTOM w/ BOND BREAKER AND / i6"x16" CONCRETE COLUMN, #3 STIRRUPS 0 8" O.C. �r/e"xi" 18"L STAIN ES STEEL ELASTOMERIC SEALANT 3 STIRRUPS 0 8" O.C. SEALANT AROUND 5— LASTOM RI SEALANT ti I � III # � rY6 VERTICAL E I STRAP 2) 3/e 0 TAINLE 5 } . /- 8" CMU BREAK—AWAY RETAINING z p C _ IN . COLUMN (NPICAL) FACE, TYPICAL U.N.O., I' ALIGN STAINLESS STEEL SLOPE 2 ' SEE DETAIL 9/S-2 WALL w/ i-#5 VERTICAL AT �j L TEL BEAM 0 32'• STRAPS w/ FILLED CELLS m .. EACH COLUMN INTERSECTION `m r• EL +14.16' NAVD EL. +14.33' NAVD AND 0 32" O.C. 2 EDGE 10 SLAB TOP OF $LggY 2 1 o - . 8^ CMU BREAK-AWAY m WALL PANEL w Fri 1 t� (+15.26' NGVD) (+15.43' NGVD) / . 1+ 1 I 2 fiCi aawm f "I SiRAPx " 182E STA 0L SS STE STAINLE L (CENTER VERTICAL CCELL) FILL 0 C. a > 88 II I; Ci INTERIOR, NON LOAD o BEARING, BREAK-AWAY SELL ANUREINFORCED CELL SOLID III UT shs WALL SYSTEM \ w LIN EL BEAMS ® O.C. 3000 psi CONCRETE GROUT DOOR SYSTEM ASSEMBLY. -II in { FASTEN DIRECTLY TO i °%� 12"w x 16"d ARCHED TWO CAR I m ' 1 • 1 16"x16" STRUCTURAL CONCRETE I'� CONCRETE BEAM ABOVE GARAGE 1 j #5 VERTICAL DOWEL ® 52" O.C., I 1 COLUMNS AND STRUCTURAL }1 't CONCRETE BEAM ABOVE Q m IT m w/ 3-#5 TOP AND - '^ DRILL 4" AND EPDXY INTO c1 I ! m h 3-#5 BOTTOM w/ O ERHEAq GARAGE DOOR 6"x16 CONCRETE LAP 25" w WALL YINREINORCING. C n m 110 #3 STIRRUPS DESIGN WIMD PRESSURES — COLUM THICKENESLAB EDGE. UNREINFORCLED, ? j ® 8" O.C. +32.8 PSIT -40J ESE 'i Gx` ,a']]wuMwOi w I Ci 6 ENTRY Q ' C1 { ^ , ' _ ," -1 --- - INTERI(OR, NON LOAD h 112"w x 16"tl CMU/CONCRETE axuux SIMILAR BEARING, BREAK-AWAY m gI rnr ,rnr esu L. +13 ' NAVD I , f BEAM ABOVE w/ 3-#5 TOP I WALL SYSTEM p 0 'O11°" OF GRA E BEAM 6 z° E ANSION J N BOND BEAKER A AND 3-#5 BOTTOM w/ ' .• -. n . ATOP OAF SLAB ow 6 a I. 1 a., . "a (EL +1416' TO EL +14.83' NAVD) IS $ , P. #3 STIRRUPS ® 8' D.C. II 16' x16' CONCRETE w I. `I ii . SLOPE 2' _. BATH -12"w x 2�'yd\QONCRETE // � ! {✓ / �� •, �. I LL BEAM ABOVE w n UNREMFORCED 4' CONCRETE SLAB ON E COLUMN 12 'w- x 24"d CMU/CONCIxEIc }'`^� 3-#5 /TOP AND o w �e I =,J - X� A OVERTERMITETREATED VAPOR i z w/ 3-#6 VERTICAL EACH BEAM ABOVE w/ 2-#5 TOP- a 4 tT BOTTOM w/ ro " _ "< FILL. SAWCUT SLAB ON GRADE N a B 1 FACE, TYPICAL U.N.O., AND 3 5 BOTTOM w ON A 5-0" x 5'-0" GRID { 1 1 d # / q ,� # STIRRUPS SEE DETAIL 9/S 2 #3 STIRRUPS ® 8 O.0 SII �B" CC. i � Sg td - I .+.mow• -FG-L -11Ot Ta'"'r CL 1 1� ( `° OEL +1217 NA`VI S x 1 ,�. T _ 'Ow�, ,z.a,. i ' I WIMP esu I LI esu xF BTM OF GRADE BEAM (XCAAN--1-1-11171 111 a ful _ _ EL. +11.50' NAVD BW f BW -- •8W" 1 --_] x --_-�..� PILE CAP YBTM OF PILE CAP I ` 1- VERTICAL EACH SIDE 5 VERTICAL EACH SIDE J 12"x12" CMU/CONCRETE EL. +11.83' NAVD AT SINGLE ' OPENING SEE DETAIL F OPENING, SEE DETAIL 18"x16" CONCRETE y { COLUMN w/ 2-#6 TOP OF PILE PILE, SEE O: 4 1/S-], SIMILAR 1/S-7, SIMILAR VERTICAL EACH FACE, PLAN FOR GRADE BEAM, SEE W z ,I COLUMN TYPICAL- 5 LOCATIONS 2'-6°x2'-6°x2'-0"tl LOCATIONS SECTION 3/S-2 3 O LAYOUT 8 ' 13'-]" 13'-]" 12'-2" 6 ' SEE DETAIL 10/S-2 PILECAP w/ 3-#5 J F j �4" 16"0 AUGER CAST J (� p EACH WAY 1'_—�I O ' I 1 28'-V 12'-0' 2�_�. PILE PER DETAIL 2"x8" PT. SYP No.2 PLATE < W X{ NOTE: 8^ CMU "BREAK-AWAY 3/5-1. SEE PLAN1/2'00W 3 . (� {II �I WALL DESIGN IS BASED UPON THE FOR LOCATION w/ Ix 10" HOT DIPPED N ('III ♦< FEMA 9-99 TECHNICAL BULLETIN GALVANIZED ANCHOR BOLTS = >m 0 r li q GARAGE HOUSE LOWER WALL REINFORCING PLAN AND 13 ADJUSTED FOR THE REQUIRED TYPICAL BREAK- AWAY WALL DETAIL W/ 2^x2^=1/," PLATE WASHER 0 <: z j 41 I•�I I� I d. L SCALE: '/. = 1 '-0" 120 MPH WIND LOAD AS PER THE DETAIL ® 24 OC Z �� < EI I FLORIDA BUILDING CODE 2007 12"x16" ARCHED CONCRETE W Z - 5 INDICATES 8" CMU GARAGE LINTEL S-6 SCALE:: 3/4" = 1'-0' BEAM w/ 3—#8 TOP 1 (7 Y 3 1411 1 BEAM AS PER DETAILS ON SHEET S=6 BRACE BOTTOM CHORDS OF AND 3—#5 801-FOM w/ Q ' III PRE—ENGINEERED FLOOR TRUSSES h2"x24" CMU OPEN #3 STIRRUPS ® 8 0 C p] GBM— INDICATES GARAGE CONCRETE BEAM _� < AS PER DETAILS ON SHEET S-6 Vol 1"x4" SYP No.2 LATERAL BOTTOM LINTEL BLOCK ARCH EACH BRACES 0 48" O.C. FASTEN w/ TFIE BEAM W/ 2—#5 TOP END (7 m LL C1 INDICATES CONCRETE COLUMN AS 2pcs 10d COMMON WIRE NAILS AT /CONTINUOUS PER STRUCTURAL SHEET S-2 EACH TRUSS INTERSTECTION BALLOONI FRAME #l3 STIRRUPS o UPPER 8" CMU WALL w/ UPPER @" CMU WALL w/ o /6 81 O.C. GBM-1 i' CEDAR SHAKE SIDING li 1—#5 VERTICAL 0 40" O.C. CEDAR SHAKE SIDING 1—#5 VERTICAL 0 32" O.C. 12° PRECAST 12"X16" ARCHED AS PER ARCHITECTURAL (CENTER IN CELL). GROUT AS PER ARCHITECTURALrCONCREITE (CENTER IN CELL). GROUT (LINTEL w/ 3-#5 IItp. PLANS AND SECTIONS r CELL SOLID w/ 3000 psi PLANS AND SECTIONS CELL SOLID w/ 3000 psi /CONTINUOUS CONCRETE BEAM 1 `"5 CONCRETE GROUT GROUT �I� U 1-#5x48" VERTICAL DOWEL 1 ROW 10d RING SHANK COMMON 1-#5x48" VERTICAL DOWEL 1 ROW N0tl RING SHANK COMMON CL-1 DETAIL h i 0 40" O.C., ALIGNED w/MU WALLI '� WIRE NAILS 0 4° O.C. ® 32^ O.C., ALIGNED w/ WIRE NAILS 0 4" O.C. 12"x24" CMIJ OPEN f€t OTTOM 5-6 SCALE: '/" = 1'-0" F 9 11 UPPER BRECNFO CNG I� 3/" STURDI-FLOOR SUB FLOOR PLYWOOD UPPER BREI FORCING °/."LL STUIRDI-FLOOR SUB FLOOR PLYWOOD LINTEL BLOCK TIE Fa I , SHEATHING. GLUE AND FASTEN TO WOOD SHEATHIING. GLUE AND FASTEN TO WOOD EAMS FLARED SHAKE SIDING AS PER TRUSSES w/ 10d RING SHANK COMMON WIRE FLARED SHAKE SIDING AS PER TRUSSES w/ 10d RING SHANK COMMON WIRE DETA Iz L ' EL +25 22' NAVD " ' _ EL. +25.27 NAVD EL ITECTURAL PLANS NAILS 4" D.C. EDGES AND 6" O.C. FIELD 4 /1 12"x24" CONCRETE I ARCHITECTURAL PLANS NAILS 0 4 O.C. EDGES AND 6" O.C. FIELD ARCF 1 3Y ,• T 5-6 SCALE. %" _ 1'-0" BEAM w/ 3-#5 TOP 'm R Ip I a "`xw CONCRETE[ LINTEL BEAM � <p TOP OF PLV DECK G EVAN IZEDIANC OR DIPPED AND BOTTOM w/ . ••,rte A ¢► +25.22' NAVD J. h EL. +25.22' NAVO W HOT 3 pp TOP OFTOP OF 1�CMU Y TOP OF PLY DECK TOP OF MTx24�CMU u. S :1 ^4 CONCRETE LINTEL BEAM rA " `4 #3 STIRRUPS ® 8 01 O 1 ` -I j '� W/ 2"x2Z"x'/" PLATE WASHER CAMBER +%" - 4ZPpo Ff ` �• y t ® 24" O.0 AT MIDSPAN 1. Q•• J e < JO 11 i '- 1 x4 P.T. SYP Not LATERAL BRACING h2"x16^ CMU OPEN J ^ zp < S = t EL. +23.22 NAVD6 1fi" SYSTEM 42 PRE—EINGINEERED FLOOR EL +23.22' NAVDA ® 48" O.C., FASTEN w/ 2-10d COMMON WIRE F80TTOM LINTEL BLOCK GBM-2 W SO �j ' f BOTTOM OF OF 16"x24" CMUCMU ---- TRUSS 0 16" O.C. BOTTOM OF' 16"'x2 NAILS AT EACH FLOOR TRUSS INTERSECTION 111E BEAM W/ 3—#5 TOP m z D CONCRETE LINTEL BEAM 1pc SIMPSON THA422 ADJUSTABLE TRUSS CONCRETE: LINTEL BEAM EONTNUOU3 12X24 LONG—SPAN '. I �.. HANGER. FASTEN w/ 6-16d COMMON( WIRE 10 SYSTEM 42 PRE-EINGINEERED FLOOR 12' w x 24"d CMU/CONCRETE NAILS INTO TRUSS AND 2D-10d COMA1pN 12"w x 24"d CMU/CONCRETE_/ TMUSS ® 16. O.C. $3 STIRRUPS CONCRETE BEAM ( ! OPEN BOTTOM LINTEL BLOCK/PRECAST WIRE NAILS INTO LEDGER OPEN BOTTOM LINTEL. BLOCK/PRECAST SINGLE 2"x8" P.T. SYP No.2 LEDGER w/ 6" G.G. �\ DETAIL 1f1: LINTEL TIE BEAM w/ 2-#5 TOP DOUBLE 2"x10" P.T. SW No.2 LEDGER LINTEL TE BEAM w/ 2-#5 TOP 6/6 "0x40" HOT DIPPED GALVANIZED ANCHOR < i / x \ �K / 112^ PRECAST AND 3-#5 BOTTOM w/ #3 AND 3-#5 BOTTOM w/ #3 BOLTS w/ 2"0 WASHERS C 16" O.C., STAGGERED c<a®ax % 'mx10" HOT DIPPED GALVANIZED ANCHOR �� (LINTEL w/ 3_#5 S-6 SCALE: %." = 1'-0" Y STIRRUPS ® B" O.C. STIRRUPS ® 8" O.C. .11 { BOLTS w/ 2'0 WASHERS ® i6' O.C . ST'gGGERED @ONTINUOUS x �� EInG PERMIT IWl1/11 16"x16" CONCRETE 16"x16^ CONCRETE { COLUMN BELOW COLUMN BELOW GL-2 ecue _/µ•.pp 411 h' PERPENDICULAR FLOOR TRUSS PARALLEL FLOOR TRUSS 12"x16" CMU OPEN OTTOM ��M•'mroxxmwuu>:x,x,xas<A�owuaFEduwaw. .weXUMaEX. e11ass xrwns®n s6crux me mam RnRaanaaxmumrt m°e. j CONNECTION AT 12x24° CMU TIE BEAM CONNECTION AT 12"x24" CMU TIE BEAM LINTEL BLOCK TIE U7EAM MXMA°F°rcsMIS] ]me]sx�Ex MMlx,www]xcE ne.]em II rh1 li . - 0 2 MU vmmaFin°xauewtce]ravxwu°mmiEmoeFwMwxoa - twraott , . SECTION 3 SECTION UETgIL 2 THA422 5 xmAMxmxewcxxosP®oFtMuw. 4 ]. TECtlMIF,'FXFB/HOCULMl31NYEBEB:BFIECIEIIPNOTIEW 116E KI,1NE:. I SII i 5-6 SCALE: 3/." = 1'-0" S-6 SCALE: °/" = 1'-0 S-fi SCALE: 3/. = 1'-0" rimur.>rues°xm�a°6apx.w°g[gmnTpxexAmxmweE manrti° AMBk { 1 A • 4 OTBIaIR°aNIFB'N ]IMl1EX 101IDFd¢IIMWGANa M1P .t2m v aFL I Iy i 4 . 1 ] ,Pi 1nWPXM , . y . f ' I: y Is Vtjlku ilii I I - OPENINGS TO 4'-0" WIDE, PROVIDE 1-#5 VERTICAL 1-#6 VERTICAL { F dl� 111 Fw �� E 1 2 1 CENTERED IN FIRST CELL ®SE 40" PLAN 8" CMU WALL w/ 1-#5 -1 1-#5 VERTICAL EACH 1-#5 VERTICAL EACH -1 1-#5 VERTICAL EACH 8" CMU WALL w/ 1-0 -1 EACH SIDE OF OPENING r 14V p L',I VERTICAL IN CONCRETE SIUE OF OPENING, SIDE OF OPENING SIDE OF OPENING, VERTICAL IN CONCRETE Id ' II 9 Axl 1-#5 VERTICAL IN FILLED CELLS m 40. D.C. SEE DETAIL 1/S-] SEE DETAIL 1/S ] _ _ SEE DETAIL 1/S 7 FILLED CELLS A 40" O.C. I� EACH CORNER, , . _.. lv .cu cce wr¢ir CELL, 1-N5 VERTICAL - p + 1 ! pEp[I (TYPICA'-) ,� ��off -3°?4� _ , + N SECOND OCELL AT CAL IN IRs i�� • r �! T I . 4 jl 2-#5 VERTICAL, '` y} __ _ _ - ._ .. n '++t =„r, THIS CORNER. 8" CMU WALL w/ 1-#5 ,pc 2"x8" SYP P.T. E � 5 kl VE vnNpow/DOOR li 15 �L 1M1 E I FIRST TWO DELLS IT l 3 L-3 L o \, %` - TICAL S OONGRETE No.2 "BUCK" f � I I I � gyp• EACH SIDF OF caoa - or¢a t t ' t4 { L ( �� FILLEf� CELLS ® 40" O C F•� + y1 k)( OPENING, SEEanA ( 77 _ _ nir°0"OC1f "-"_—� ROUGH OPENING UP TO 4' 0• MAX I Il - a — .. � _ I ___... DETAIL 4/s ] _ - BM„ STRUCTURAL MULL PAN VIEW AT TYPICAL 8" CMU WALL r m"uP -w INTEGRAL w/ L O I 1z 1 q WINDOW SYSTEM WINDOW/DOOR OPENING UP TO 4'- 0" WIDE \ q ] e� UP TO 10'-0" WALL HT. OVERHEAD GARAGE DOOR 1 1-#5 VERTICAL FIRST IF } ONE CPR DESIGN WIND PRESSURES: CELL 2 #5 VERTICAL v f iO wm W GUEST � I SECOND CELL, EACH , DETAIL a Y k 2-#5 VERTICAL, ">{y GARAGE +32.8 PRE -40 ] P y 4I— �o SIDE OF OPENING, r = i �mN BEDROOMt2 %r ( " � U SEE DETAIL 3/3-7 5-] SCALE: /t = 1 -0" a r EACH SIDE OF FRAME INTERIOR # `T L 1-_ #5 ERTI L IN FIRST , o FIRST TWO CELLS CELL, 1 VERTICAL" , 2-#5 VERTICAL OPENINGS TO 5'-4" WIDE, ELEVATOR WALLS w/ -= FIRST TWO CELLS I ! OPENING, SEE a IN MIDDLE CELL. AND g 2"x6" SPF No.2 ('' /e't THREADED ROD PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL DETAIL 4/S-] 2- 5 VERTICAL IN THIRD EACH SIDE OF STUDS ® 12" O.C. UPLIFT CONNECTOR ROD # ye: r CENTERED IN CELL, FIRST ® 40" O.C.. Cry ----- EACH END OF WALL CELL AT TYxIS CORNER. OPENING, SEE TWO CELLS EACH SIDE OF SEE PLAN i THROUGH WALL 4pcs 7x6" SPF No.2 BM DETAIL 4/5-] OPENING DRYER DUCT , . TUDS FR M-B GAME ROW BEARIN ABOVE (( ,, -; „ ¢_ • 2 Is'nm STRUCTURAL MULLS Z s3• FASTEN INTERIOR mmxs ,wea G� , . � INTEGRAL w/ III O - y¢ T T Ft v WINDOW SYSTEM t I . 3 5 z5.5" 2.0E EEVAT _ F.F{{ ( ( ❑ f0 6! - 5" CMU WALL SEE �I PARALLAM PSL 4pcs 2' x6" SPF E s ., '" BA1H-2 Cr � BAR 3" 8" CMU WALL w 1- 1pc 2"x8" SYP P.T. Fd BEARING WALL TO t 11I DETAIL 4/S�8 ' MUD ROOM POST sq Nc2 STUDS t % THREADED D °~•a*ra;c "`- < / WINDOW/DOOR .,1 5 a¢ecwam, CLOSET , i ., LIFT CONNECTOR D ' wc '::cY_ .. ' �m'G . �. VERTICAL IN CONCRETE No.2 "BUCK" 6 £ Wx12 Cl W/ --- -: _. EACH SIDE OF OPENI FFG n 2-#5 VERTICAL, FILLEID CELLS 0 40" O.C. Q 2-#5 VERTICAL EACH '] ,_ 1] ,. -_. - 2-#5 VERTICAL, 8" CMU CORNER • FIRST TWO CELLS ROUGH OPENING UP TO 5'-4" MAX., f e SIDE OF OPENING (4laxl o" I SEE PLAN I 5pct 2"xq" 5 i FRAME f .. TERIOR pK - : & C FIRST TWO CELLS COLUMN. SEE EACH SIDE OF - im INo.2 STUDS BEARING WAL �W/ i'. 4 EACH SIDE OF DETAIL 6/S/7 j OPENING, SEE PLAN VIEW AT TYPICAL 8" GMU WALL d I 1- 5 VERTIC!{L IN : EN1R1' O *ly FOYER 'FROM BEAM p•z4• SEEN x N 1 OPENING, SEE DETAIL 4/S-7 N z ' WINDOW/DOOR OPENING UP TO 5'- 4" WIDE a # m L {z)vTs'a¢o toe / i ) o $ EACH COR €R, I - BFA)ZING ABOVE STUDS ® 12 D.C. Vlcxa^M Lw ^Fob DETAIL 4/S-7 / , kl J g8 1 € (TYPICAL) _. .�-. (a)z-a o- (z)z". Fwsi now eus ,n� _ __ __ _ I : ss¢"¢'- n __-_ - WALL HT. O1 CONCRETE PLACED'. IN CANTI-EVEREQ) U G 10 0 131 • IV ,L_. TW Vn+ FM L9 3N llMCP _ _ t_ txyrr C - 9M - BM 4 BALCONY BEAMS SHALL CONTAIN DSI 5 2P TDETAIL 3 z 9= f I - i . ' z•lm cm, ao' aro-.. _T_ - • v w 2-#5 VERTICAL 1 rns CORROSION INHIBITOR, AS MANUFACTURED y z MECHANICAL ___ C STORAGE ., +,I= I eTu ,1-#5 VERTICAL EACH . , IN THIS CORNER I BY W.R. RACE & CO. THE DESIGN WIX °1 iF it 1 'I FRAME INTERIOR N° � ._. S-] SCALE: %"' 1'-0" 5 m : > 9 CLOSET _ I . ( .: .SUMMER SIDE OF OPENING, w �. , // \\ SHALL BE PROPORTIONED TO BE i STRUCTURAL MULL BEARING WALL w/ �c„p EADED '. , FRAME IN MOR ._� 'KITCHI31 - SEE DETAIL 1/S-] -5'�n COMPATABLE WITH '.THIS ADMIXTURE OPENINGS TO 8'-0” WIDE, E &1 + + INTEGRAL W/ 2 2"x6" SPF Nc.2 uren aruz .x BEARING W E c ` -1 + WITH RESPECT TO CEMENT CONTENT(, PROVIDE 1- 5 VERTICAL 1 klI nam D UPLIFT , gyp(,__ -.. _ ' .r_ .� YY # NNECT ! WINDOW SVSYEM �N STUDS ® 12" O.C. roau COVERED LANAI 9 N IN g 1-#5 VERTICAL � .m*g 'COOR '_ 2"x6• SPF o.2 wrx¢o - d • 1 yg� + AIR CONTENT, OTHER ADMIXTURES, (ETC. CENTERED IN FIRST CELL. ® 40" O.C., W Te I,', 'I 1- 5 VERTICAL n' ® 48" OSI— - SNDS 6 D.C. 5 • -- jmg t I r MAjAMUM-WATER- EMENT RATIO 2-#5 VERTICAL IN SECOND # GUEST8" CMU WALL w/ 1-#5 s3�I '`.� I m <d SHA .56- CELL. EACH SIDE OF SEE PLAN FIRST TWO CELS BEDROOM-1 \ BATH-1 F LRED CI LIN LSC®NST fi G Hy+ `H ( I \ OPENING Z , EACH SIDE OF OPENING, \/\'. " FASTEN INTERIOR ` :y E Ir S. SEE DETAIL 2/5�-] '-'l) ] ,S'rw BEARING WALL TO n , Nr, 1 1 FIRE PIT „� ❑ r �.. r - 1 81 CMU WALL, SEE( 1-#5 VERTICAL AF - �' -' 1 sE,x DETAIL 4J� 8, SIMILAR THIS (NTE RSEC�ON - r. sW+^sx¢r / C2 I d f 1� Ir - i.3I __ -- _ At° ^4y`�eu"- © 'xn B" CMU WALL w/ 1-#5� 1pc 2"x8" SYP P.T. (7 I ] -lY_f. l j.l __._.I] d _ L p © ____ _ 7A {x - _3 __� VETRTICAL IN CONCRETE WINDOW/DOOR Nc.2 "BUCK" UZ L 1 2-#5 BW �I; C2 i BM 1 C2 _ U -'y�� f a .,e ..i FILLIEO CELLS 0 40" O.C. r1 -#5 VERTICAL IN _ t'.x4' J 'a9'-uuew 4 1 p s-aS ROUGH OPENING UP TO 8'-0" MAX., (,) I I ' 1 '( Go EACH CORN€R, r ' r' e I STH - Ttt ` 'i' sTM _1 10"x10° CONCRETE COLUMN SEE PLAN (TYPICAL) ��, Ll ( , HOTTUB POOL q w/ 4-#5 VERTICALS AND PLAN VIEW AT TYPICAL 8" GMU WALL O S" CMU WALL w/ 1 -#5 'T 1 #5 VERTIC� EACH 8"x12" CMU Il 1 #3 TIES ® 8 OC OW/DOG OPENING UP TO 8'- 0" WIDE J Z. _) ( , y . - _I SEE DETAIL 5/S ] WIND R I 1, VERTICAL IN CONCRETE SIDE OF !p ENNJO ..L� _ - nx_ -ss. 2-#5 VERTICAL _ TYPICAL 3 LOCATIONS) UP TO 1 O O WALL HT. rC a t Jx FILLED CELLS ® 40" OC. SEE pEFAIL 1 5-] - THIS CORNER ( .... W FF oo , , 2-#5 VERTICAL EACH `; I - SIDE OF OPENING. PeNcl Iw.gy� DETAIL N ( vIi ll SEE DETAIL 2/S-7 `r. 7 - - g}g( eerichw WAu .. '/.' 1 0" Q PROVIDE OPENINGS2 T#51 VERTICAL IN 1-#5 VERTICAL LL . � n FIRST CELL 2-#5 VERTICAL o 40" O.C.. S4` I ,. NOTE SEE ARCHITECTURAL PLANS FIRST LEVEL 8 CMU WALL REINFORCING PLAN NOTE: INTEGRATED STRUCTURAL MULLS IN SECOND CELL EACH SIDE SEE PLAN # rt' iii ARE WITHIN THE WINDOW SYSTEM AlD OF OPENING AND WINDOW/DOOR MANUFACTURERS SCALE: 1 /4' = 1'-0" try ARE THE RESPONSIBILITY OF THE • I� '.: ` REQUIREMENTS FOR ACTUAL ROUGH ,) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ I, WINDOW MANUFACTURER FOR CONFORMANCE \� t I OPENING DIMENSIONS. NOMINAL DBL 2"x4" SVP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS WITH WINDOW/DOOR DESIGN PRESSURES Y. kDIMENSIONS SHOWN FOR GENERAL O 12' O.C., AND 2"x4" PIT. SYP No.2 BOTTOM PLATE, OR ;^ rt, LAYOUT. s "d �' DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS 8 CMU WALL w/ 1 #5 1pc 2"x8" SYP P.T. , 1 ® 12" D.C., AND 2'x6• P.T. SYP No.2 BOTTOM PLATE, U.N.O. VEiRTICAL IN CONCRETE WINDOW/DOOR No 2 "BUCK" 3 J ¢-#5 VERTICAL Dec. _ - t YY FRAMING NOTE: GENERAL 2) ALL FLOOR BEAMS BEAMS SHALL MI RSY?OL No.2 AS INDICATED 3 TIES ® 8" C. ]% FILETED CELLS ® 40" O C ROUGH OPENING UP TO 16'-0" MAX., CONTRACTOR TO COORDINATE 3) ALL FLOOR BEAMS SHALL BE 2.0E cMILLAAM LVL BEAMS AS 2"x8" P.T. SYP No.2 LOCATION OF FRAMING MEMBERS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL WINDOW "BUCK" SEE PLAN I WTH HVAC DIRT E LO AND . PLAN VIEW AT TYPICAL 8° CMU WALL + I � ELECTRICAL FIXTURE LOCATIONS. ® INDICATES TIMBER FRAMED ♦ INDICATES SIMPSON HTT22 - n 1ppi EXTERIOR REARING WALL WINDOW/DOOR OPENING UP TO 16'-0" WIDE { + 1R . x INDICATES 1pc SIMPSON HTS24 1 2-#5 VERTICAL IN - t a ',l ( 1f1y ` NOTE SPLICE ALL MULTI PLV INDICATES TIMBER FRAMED TWISTED STRAP # EACH CELL y ' Y UP TO 10'-I WALL HT. mg 1 31,I MICROLAM LVL FLOOR INTERIOR REARING WALL 6 INDICATES %"0 THREADED ROD C`1 8� '• 4 DETAIL 00 € ,r J BEAMS HEADERS TOGETHER w/ r— ' { ( 6 ROWS 16d COMMON WIRE ___= INDICATES IHEADER BEAM CUT THIS CMU NAILS 0 12" OC , EACH LAYER 8' XB CONE RETE COLUMN BLOCK AS REQUIRED 5-] SCALE: %x' = 1'-0" z zZ r , � © INDICATES Ig" CMU LINTEL BEAM S(q_ INDICATES '/" CDX PLYWOOD s jos 1ZjAS PER DETAILS ON SHEET S-10 SHEARWALL, SEE SHEARWALL AT SECOND LEVEL 2"x8" P.T. SYP No2 .. y j o r� NOTE: SPLICE ALL MULTI-PLY SCHEDULE ON SHEET 5-9 DOOR "BUCK" INgBl413 - r .m W F < t d t HEADERS TOGETHER w/ 4 INDICATES !CONCRETE BEAM AS PER A-#5 VERTICAL w/ O 1 DETAILS ON SHEET S-11 m SH 0 11 I p ROWS 12d COMMON WIRE NAILS INDICATES '/r" COX PLYWOOD TIES ® 8" O.C. ( 0 12" O.C., EACH LAYER INDICATES 'CONCRETE COLUMN AS CEILING DIAPHRAGM ` - „U �I 1 �• •, C2 PER STRUCTURAL SHEET S-] If xi I f 1 � I , EXTERIOR 2- 5 arFa®xr: f I IA II IN THI$ CORNER r I ) ° 1' 10'/" wre MDG PcRMT fOR1H1 ( If �i r. 1 i I 1. MFAFPruWUEOFscamExmNVWCENI1HTEtfN¢um8 wpwxu SBxR®t E11L% P rtl 1 "I i 10"x10" COINCRETE COLUMN V-10 � "x2'-0" 8' CMU CORNER eannlexFolxawmlaeam+¢mw,exxmwtrnamoc _ x_. xTleuwrnxorox:F�xsnxcsrsrem.wFOFmr®n.wcanul¢ "¢*m. taRtrmtt AT COVERED LANAI COLUMN AT GAME ROOM W,txac,loxau+a+.�€,mwlnwwo�rl.owerwmFnlxm 0 gl, r P 11 � 14 P ?" INoan;FxBmuduSB'roN9XBf.W1NFNMOIWMIm04RFo �1 m[ixx DETAILx. DETAIL 6 nxMMMP¢WmW¢x� lx� o[zr t 1 Frcxwmreoxrom[orewrAomcaFamexuomux� amunat wJo�tm S-7 SCALE. xcasaiFmeWux CULOnO;WYEBEFNs¢ELIE�"NxllElxu¢ � m 7 . 22 1 1 - 1'-0" S-7 SCALE: 1 /" = 1'-0" lf�'"{ I q xmiaci¢xea�'xlxxuxsswxLoriaPwxuxsnsxu¢ wietamwm>¢s-uwnwFxxxortx zvxmsxn¢seFxux.xoxM�N 1 1! lam T 31HM. ftP.F. N g II { o 1 by `t _ t ® 8" OLDS EACH FACE CAL a 2 Plf Ia 1 5 VERTICAL FIRST INSTALL 2 cs 2"x6" P.T. -1 2 cs SIMPSON 1 5 VERT FIRST -1 1 - 1-#5 VERTICAL EACH B" CMU WALL w/ 1-#5 # PP # i� 1I x TWO CELLS ENT SVP N0.2 STUDS AT 8" CMU C516 STRAPS TWO CELLS THUS U. . SIDE OF OPENING, VERTICAL IN CONCRETE ) ` $r to 3 SEE DETAIL 1/S-] FILLED CELLS ® 40" OC ENO OF WALL SEGMENT WALL INTERSECTION. (TYPICAL) END OF WALL SEGMENT I 1-#5 VERTICAL EACH SEE DETAIL 3/S-8. 1-#S) VERTICAL EACH 1-#5 VERTICAL EACH C3 v V 1 - VERTICAL R O 11 O O __ e W 2 [SWI L-8 SEE DETAIL 1/S-7 L_g SEE DETAIL 1/S^ O #5 SIDE OF OPENING SIDE OF OPENING, SIDE OF OPENING h EACH CORNER, SEE DETAIL 1 5 ] SW 2 ] 19" (TYPICAL) -- 1-#5 VERTICAL IN F• --I eIJ I + L 6 L 6 L 8 a EACH CORNER, t I a' e•x2o' a•xzp' -, 0x20 e .3D 8"x19" CONCRETE CORNER COLUMN + /5 BYM --1 $5 01M ,-Rae . .. arxxe , 15 Btu - r P5 BTu - (TYPICAL) ❑ `'F__ • -_ 1 " `'" kP. 441 ,x.:_.1• AT SECOND LEVEL BALCONY r :. rv�Nb� (� 1 ]5 vFLDSH `RLORR BEwM LUL WINDOW - _ M ` ° 1-#5 VERTICAL EACH - xac �� ` I ' 4p 2"x4" SPF N0.2 STUDS I C -w��w 4 wiltI SEAT • - INTEGRAL wbmuCTURAL MULL , DETAILL3 IR I • SIDE OF OPENING. ( mm •� I �,:•.. IIT FLUSH FLUOR BEAM BEARING n'Momill - WINDDW SYSTEM A SEE DETAIL 1 5-] -� W +xu' ] 5-8 SCALE: 1'/a = 1•-0" x / ��m BUTLERS_ I d IIII „ II .= ( KRCHEN 2Pcs 2"x8" P.T. SYP No.2 _1 IIII PANTRY 1-#5 VERTICAL FIRST '/s" COX PLYWOOD WALL n • ( ,. - OPEN CELL, 2- 5 VERTICAL 1 5 n v�rvAT BEAN BEARING, THIS ENO mmm # 1 f FLUSH FLOOR ttPlcu iy FLAT STUDS AT p4 egg F r7 SN010 --- d ,\ i -. ,_ _. .. _ ( Jm �� SECOND CELL, EACH - Ed SHEATHING, WIRE NAILS " S BALCONYI 8 SIDE OF OPENING, 8" CMU 0. NO, -1 �_- to"O, THREADED ROD ( 1 9 4aw .<' ( IF ILY " SEE DETAIL 3/5-7 WALL SYSTEM ® 3" O.C. EDGES "UP'UFT CONNECTOR ROD ar AND 6" 0 C. FIELD. > 1 TYPICAL BLvm .eae -1-- RODM [[ Mr. r 2-#5 VERTICAL, PANTRY hI TEACH END OF WALL I ` ' e FIRST TWO CELLS m (2)2"x6 P.T. SYP NO.2 PLATES a I ��m 4pcs 2"x6 SPF No 2 IIII " '_- _ THIS SIDE OF INSTALL '/9 x 8" HOT R 8" CMU WALL w/ 1-#5 to STUDS Al BEA�� BEARING , , O VERTICAL IN CONCRETE s ; , - ( } ( I OPENING. SEE DIPPED GALVANIZED ANCHOR C7 L S FILLED CELLS ® 4O" O.C. '=sxvo �°"� : " " -- ' --- DETAIL 4/S-7 8" BOLTS w 2"0 WASHER AND a FRAM INTERIOR @" (G �: L COVERED ( u R / I, I 3.5`x5.5" 2 O ELEVATOR WALLS wJ �. �G STRUCTURAL MULLS 1-#5 VERTICAL HEX NUTS ® 3Y O.C. MAX. y PARALLAM PSL 2"x6 r SPF No 2 ,._� 'b 2-#5 V RTIC L IN RST ` BALCONY ( INTEGRAL w IN SECOND CELL F�13L0$ C2 8"x8" CONCRETE COLUMN 1 VER. CAL N0.1 / x ADD 1-#5 VERTICAL ^ POST STUDS'b 1z' 0.0. 0 THREADED ROD CE He # WINDOW SYSTEM WITHIN 8" CMU WALL SYSTEM •" ? • THIS WALL SEGMENT DD1.z5x14p r BE 4pcs 2 xfi SPF I } UPLIFT CONNECTOR ROD >x£ AND w 4-#5 VERTICAL AND m MRCRCLRM on a EACH SIDE. OF OPENING 2-#5 KCL � IRD ( = 3 TIES ® 8" O.C. S 2-#5 VERTICAL EACH •HOusl�/i4 Ruses RMR eEAM No.2 STUDS - - xr - " CELL /?•T THIS COR ER. ( u 1 # 1y SIDE OF OPENING ti =------- -e -- _ - �„--B'=---__ - a,�. --) -- - mr - -n 2"x6" SHEARWALL STUDS TO nn 1 • !�', THIS WALL " - - -- - cusssop4 vwur 4pcs 2"x6" SPF NO.2 • - I-H i I � I 11 � 111,\ FRAME INTERIOR (a)a ;,o• -- , -- - STUDS AT FLUSH FLOOIR 2-#5 VERTICAL, 8"x8" CONCRETE COLUMN CONNECTION ° rrI i BEARING WALLS w( lmorr un _ 1pc 2`xB" P T SVP No.2 AND BEAM BEARING FlRST TWO CELLS 2-#5 VERTICAL. $ ] h s c4 wy ipc 2"x8" P.T. SYP N0.2 FIRST TWO CELLS >' Pill mew , 1 2"x4" SPF No/2' "' PLATE AT (RUSH FLOOR 2-#5 VERTICALS EACH SIDE OF THIS SIDE OF 2 DETAIL i z Y STUDS 0 8" 3C (2),.75•x,4.0• sc OPENING SEE d t ,��• • '. i LI I, _ IIII BEAM BEARING, THIS END THIS END OF OPENING, SEE z 3 ,0 (z)z'.nc' RUSH FLOOR BEAM SEE DETAIL 5/S-8 WALL SEGMENT DETAIL 4/S 7 ( � DETAIL 4/S-] AND S-8 SCALE: %" = 1'-0" o fi !C " 4x4' P.T SYP No.2 - _ __._ _ _ ___ _. ) 8 • w�u�e - T�. DETAIL ] 5-8 r ` # POS 0 LOFT ABOVE AN L� - ' _•` f.• w.a • - �� "' `-' / ' °1 " C7 smog ww wo - ' Hrsz4 " ---- { } EXTERIOR /a" CDX PLYWOOD WALL I ' 2-#5 VERTICAL EACH 3x este all •x t ° sxx a rem0 sro aPc nrsr RUSH F..0 zs'BEAM i t � ', 5 c_ r I -- _ . _.. _ C3 ) - SHEATHING. FASTEN w/ 8 I 1 LJ � )L]5'xT.35 3.0E - us " - -- NICRDLAM Lui I 8" CMU qe9 C ICROLAM HI LUL IIII ) 8"x13" CMU w �` Ruses RWR eEAL g r7` s_ r BLU it . .p ~ -' WALL SYSTEM Bd COMMON WIRE NAILS m g Z SIDE OF OPENING aLusn ftiooa BEAM -- _ ® 3 O C E GES 666333 II, THIS WALL �7q 3 5pcs 2"x4" SYP No.25 `% - 2R -�� FIRSf VERTICAL TWO CELLS - ' �-. li 8"x19" CONCRETE COLUMN D Illlb = NIS'04RNER w/ 3-#5 VERTICALS EACH Q AND 6" O.C. FIELD. v > + ',.. • t 2- 5 VERTICAL EACH --. o _ Y THIS SIDE OF OPENING, •` - I! L-: FACE AND #] TIES ® 8" O.Q.• (2)2"x6"' P.T. SYP N0.2 PLATES m W I ( # «� 1 FLOOR BEAM - w .V- - It Im SEE DETAIL 1/S-8 AND 117 AX (F• n .m - BATH 8 i , , COVERED - BW i• '�S{f� SIDE OF OPENING, �m� mm _ 8 SEE IL 2/s-7 b v -"' THIS WALL MEM STUDY IIII^3� °/a R00 RL1EAyD10EC� ILi ..... . j ) {u 1 .. .� DINING �9wll. i i, _ -. I Im � � OPEN r. # _ INSTALL '�0 x 8" HOT 2 ,I .- C� '4 CONE EJ�CT¢R FRAME IN RIOR nu p ,; NO.CO� • . , III DETAIL / -8 1- STWO CELLSFTHISg BOLTS w/ 2"0NWASHER LAND 'I 77 1- VERTICAL EACH v J _ r IIII I M AREA ] S END OF WALL SEGMENT HEX NUTS ® 32" O.C. MAX. _ n : #5 „I, 64&--OCA BEARING WALL wJ _ I . 2pcsI 51M ON " :dl I Z r ' it 2- VER CAL EACH SIDE OF OPENING, 2x4" SP No.2 `"" k t i SIDE OF OPENING, / IIII STUDS 0 2" 0.Q 1- 5 VERTICAL ON (516 APS Irl P t } �m SEE DETAIL 1 s-7� # II NOTE: 2"x6" SHEARWALL STUDS TO #5 0 sBceEn"" THIS INTERSECTION ---- III (TYPICAL) ii MAY WALL THIS WALL - - u 1 - "^ 24 65fL4DENLM¢'6_... ' I ANOTEPDXYR'I BDHOT DIPPED Sn GMU DETAIL ECTON V d y -- L 7r1 (3)2"x8" _ -_� _______ - GALVANIZED THREADED STUDS 'ax u 4 - L 6 L_fi --. 6 1:_6 ARCHED HE ER BEAM „_ . L._g _ _._ . ( _ 3 v I ) �] ( ( M_6 w/ 2"0 WASHERS AND HEX Z f i r a'x2o' Bx2 ' Bx e' 0' __ rn. C4 NUTS ® 32" O.0 6 8 SCALE: '/•" = 1'-0" pp v P 1-ys arv, 1 1 ps 8"x12 CMU w/ 2 rt. ./.• eulxn VERTICALLY J U 4 TxR ,w z-p en IN UEU OF ANC ! ! I 1- 5 VERTICAL IN II 2-#5 VERTICAL - - ANCHOR BOLTS. II . (k, # iT ( - -- FASTEN FIRST 2"x8" 4 ! I I'q ti I'. EACH CORNER BALCONY NO 2 THIS CORNER - B`x8" CONCRETE COLUMN 8"x8" CONCRETE COLUMN P.T. SYR N0.2 STUD LU Q (TYPICAL) - -- I 2 WITHIN 8" CMU WALL SYSTEM w/ 4-#5 VERTICALS AND TO 8" CMU WALL w LL 1-#5 VERTICAL EACH ir,_tI L( I _y _ - J 8" CMU WALL w/ 1-#5 w/ 4-#5 VERTICALS AND #3 TIES 0 8" O.C., / FASTEN SECOND 2"x6" Lu { SIDE OF OPENING, VERTICAL IN CONCRETE -1 2 ROWS '/'0x3'/" HM J ? 7 1 7 u x fi 1-#5 VERTICAL FIRST i- OERTICAL FIRST #3 TIES ® 8" QQ, SEE DETAIL 5/S-7 TAPCONS ® 24 O.C. SPF NST STUDS TO W I3 I'mIPy SEE DETAIL 1/5-7 CELE 2-#5 VERTICAL CELL, 2-#5 VERTICAL FILLED CELLS ® 40" O.C. SEE DETAIL 2/S-8, 3 FIRST STUD w/ 2 ROWS Q � I qAi + 4 SECOND CELL. EACH SECOND CELL, EACH 12tl COMMON WIRE NAILS }') SIDE OF OPENING, SIDE OF OPENING, 0 12" O.C. Q J ' SEE DETAIL 3/S-7 SEE DETAIL 3/5-7 ` II NOTE: SEE ARCHITECTURAL PLANS SECOND LEVEL 8" CMU WALL REINFORCING PLAN NOTE: INTEGRATED STRUCTURAL MULLS 8" CMU B' x12" CMU w/ H 3 IG I' I AND WINDOW/DOOR MANUFACTURERS SCALE: 1/4" = V-0" ARE WITHIN THE WINDOW SYSTEM AND WALL SYSTEM INTERIOR 2-#5 VERTICAL REQUIREMENTS FOR ACTUAL ROUGH ARE THE RESPONSIBILITY OF THE THIS CORNER OPENING DIMENSIONS. NOMINAL 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ WINDOW MANUFACTURER FOR CONFORMANCE DBL 2"x4" SYP No.2 Top PLATE 2"x4" SPF No.2 STUDS 2"X6" WALL STUDS TO DIMENSIONS SHOWN FOR GENERAL WITH WINDOW/DOOR DESIGN PRESSURES r LAYOUT. 016" OC., AND 2"x4^ SYP No.2 BOTTOM PLATE, OR 8 CMU WALL CONNECTION if • DBL 2"x6" SYP No.2 -Top PLATE, 2"x6" SPF No.2 STUDS a 16" Ol AND 2"x6" SYP No.2 BOTTOM PLATE, U.N.O. 4 DETAIL I FRAMING NOTE: GENERAL 2) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 AS INDICATED a CONTRACTOR TO COORDINATE 5-8 SCALE: /." = 1 -0" a LOCATION OF FRAMING MEMBERS 3) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. 12" WITH HVAC DUCT WORK ANOFASTEN 2"x6" P.T. II r � Ia yELECTRICAL FlXTURE LOCATIONS. ® INDICATES TIMBER FRAMED • INDICATES SIMPSON HTT22 OR MGT SYP NO.2 PLATE {{ H EXTERIOR BEARING WALL TO 8" CMU WALL w/ P o INDICATES 1pc SIMPSON LTT20B 12" 2 ROWS '/4"0x3'/4' HIM - N NOTE SPLICE ALL MULTI-PLY INDICATES TIMBER FRAMED HTT22 LTT20B HT924 kGi FASTEN 2"x8" P.T. MICROLAM LVL FLOOR INTERIOR BEARING WALL % INDICATES 1pc SIMPSON HTS24 SYP NO.2 PLATE TAP ONS ® 24" O.C. s BEAMS/HEADERS TOGETHER w/ TWISTED STRAP OR MIS COIL STRAP #3 BENT BAR TO 8" CMU WALL w/ -. W C I 5 ROWS 16d COMMON WIRE ___= INDICATES HEADER BEAM 0 INDICATES it THREADED ROD 2 ROWS 1/420x31/4" HWH m NAILS 0 12" O.C., EACH LAYER TAPCONS 0 24" O.C. _ u 1 © INDICATES 8" CMU LINTEL BEAM SW- INDICATES '/a " COX PLYWOOD ! ' AS PER DETAILS ON SHEET S-10 ® SHEARWALL, SEE SHEARWALL 8" CMU WALL SEGMENT t p _ } NOTE: BRUCE ALL MULTI-PLV _ INDICATES CONCRETE BEAM AS PER SCHEDULE ON SHEET 5-9 w/ 2-#5 VERTICAL @lTF_RIgR B"x12" CMU w/ ¢ O HEADERS TOGETHER w/ 4 IN EACH CELL #3 BENT BARS INTO STAIR - 2-#5 VERTICAL n < U ti + III ' ROWS 12tl COMMON WIRE NAILS DETAILS ON SHEET 5-11 INDICATES '/a" COX PLYWOOD •1 - THIS CORNER III ( I 012" D.C. EACH LAYER C3 INDICATES CONCRETE COLUMN As CEILING DIAPHRAGM $ '/a" COX PLYWOOD WALL a"x19" CONCRETE COLUMN ® 'CMU WALL SEGMENT 8" CMU W trtr � R PER STRUCTURAIL SHEET S-B 8" CMU SHEATHING. FASTEN w/ W/ 3-#5 VERTICALS EACH $4" O.C. WALL SYSTEM� IV-� 1-#5 VERTICAL ca oic x I) ,, WALL SYSTEM BE COMMON WIRE NAILS FACE AND #3 TIES ® B" D.C. j AT INTERSECTION a 4 III A 0 3" O.C. EDGES Ix ! AND 6 O.C. FIELD. SECOND LEVEL FLUSH BEAM BEARING F ipc SIMPSON HTT22 tfII )R" HOLD DOWN w/ 26-16d ALL DRILLED AND EPDXIED ipc SIMPSON LTT20B _ FASTEN 2"x10" WALL FRAMING ORwx er. p COMMON WIRE NAILS DOWELS SHALL BE INSTALLED HOLD DOWN w/ 10-16d -- - TO 8" CMU WALL SYSTEM w/ 5 DETAIL , 'k( WITH SIMPSON STRONG-TIE COMMON WIRE NAILS 2- 5 VERTICAL EACH CELL '�0x6" HOT DIPPED GALVANIZED I SECURE VERTICAL a # LEG; OF S-8 SCALE: /4" _ ,'-O" rr "SET' TWO COMPONENT EPDXY DRILL 6" AND EPDXY IN FIRST TWO CELLS THIS EXTERIOR THREADED STUDS w/ 2"0 WASHERS �� TO #3 BENT BARS DRILL 8" AND EPDXY +8"x19" CONCRETE ' BIDG PERMIT1021111 I; I ! rs I�;" °/"0x12" 1HREADEO ROD, ADHESIVE OR EQUAL. END OF WALL SEGMENT AND HE% NUTS 0 32' O.C., COLUMN #3 TIES w scue' u" Y 111 ' 'x141 - WASHER, AND HEX NUT INSTALLATION SHALL BE '/"0x8" THREADED ROD, VERTICALLY. DRILL 4" AND EPDXY. COL / IN ACCORDANCE WITH THE WASHER, AND HEX NUT TIE WIRE , q,y0,y0pM0r®roffRxcpeuwcEarorlTlEei>Htxms µopyAgsµ �x INTO 8' CMU WALL BELOW MANUFACTURERS INSTRUCTDONS. INTO EXISTING SCMU" r STEMWALL BELOW. rsnalwsORxsxnwmsamrawRp4wulxem4mEm0c E11A% ' i ' I . P'q '1• - 2' x10" SHEARWALL STUDS TO 8'x19" CONCRETE COLUMNTO - - 0 I 8" CMU WAILL CONNECTION 8" CMU WALL CONNECh znxruxvnx0rareesnx0smew,wEo�ro�x. w.wz iM1rm11 i 4 HTT22 ION xnrxxa:nw�e.rweua�+meaxluuaoEaxxLamraxuLum ) ] k r LTT2o6 AxOoneaemumuREsrowmunx0memro,masAseanaeo I I , I' SIMPSON HTT22 SIMPSON LTT20B 6 DETAIL ] DETAIL wnxsuxxuuavlcvnroueBOaP,mxwx. 0771a0 w°°XR I _ a. msmavarsamAoaAOOvnlusseffxsartas0rw0mua use TENSION TIE HOLD DOWN S-8 SCALE. s/4 - 1'-0" S-B SCALE: a/ - 1•-0" xwxw0.umxmTrt0es0xaw0ssecRxAlxvslxAcoxawee o>dLmOgslRLcrtnu'ieu S-8 ZZ e• <. IY lirF TENSION TIE HOLD DOWN mmscn0Rae0s,R0vwwu0aawxLaswrano-mnxmur0uEAsv �7 0s L .rvM : 0116fflPokDIICQ NEVM1]NFDWMAE2 SM12UNNIT RRE. ! � I ry�o-1 r III BALLOON FRAME EXTERIOR CHIMNEY WALL w/ ( 2 2'x6" SPF N0.2 FULL HT. SllTT05 • 16" O.C. 1 li {II NP u I0 1 s$x'm THREADED Roo 1 zpaa SYMPSON cs16 -1 SHEARWALL SPECIFICATIONS 1 j �� s COIL STRAPS AT EACH 1 -1 UPLIFT CONNECTOR ' ; 2pcs SIMPSON C516 BALLOON AME w/ 'x8" SPF NO.2 END OFF PLYWOOD SW 1 INSTALL '/a COX PLYWOOD SHEARWALL SHEATHING OVER r I COIL STRAPS AlEACH RODS • 4fi O.C. S DS • 1 0 C SHEARWALL SEGMENT {+ II y 4 2 'x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE t 6 END OF PLYWOOD 3pcs 2 xfi SPF N0.2 ` a NAILS ® 3" O.C. EDGES AND 6' D.C. FIELD. INSTALL SPF + { { Pill SHEARWALL SEGMENT STUDS..AS KINC OST _ - "f THREADED ROD No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE ��,� 'IX {I -- SHEARWALL ftEACTON IN 1 ~ CONNECTOR EACH END PIECE %'b DIAMETER ALL THREAD REACTION CONNECTOR {, j• a B { 1111 r' aI fit I , SW 1 SW 1 SW-1 OF SHEARWALL SEGMENT ROD AT EACH END OF SHEARWALL SEGMENT. Ij' • ry+ •I{ I TF1 } III. T (2)z'no• / +' SW-2 INSTALL '/a" COX PLYWOOD SHEARWALL SHEATHING OVER a to i 3pcs TORS r J� 2"x4"/2"x6" STUDS AND FASTEN WITH 8d COMMON WIRE { { a 19 1' s n ti SPF 2 STUDS w p o AS VALL POST +"',c wro / / > wuX.w NAILS ® 3 O.C. EDGES AND 6` D.C. FIELD INSTALL SPF o. AT> 4 ' t . ' 2 z . SIMPSON C516 ( AL) i �i U• 11 Ex'" 3pcs 2 x4 SP NO2 Pi BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO m � „� ,III - COIL STRAP _A � � 1 E (, IN GAME n` STUDS AS LEY POS PIECES SIMPSON CS16 FLAT STRAPS AT EACH END OF IAIL z ® Gtt+.. BALLO / 'nm SEE pET 5/5-14 ; SHEARWALL SEGMENT O • 32 GO ] CHIMNEY WALL w/ p • u, = a. f \ TYP ) "f THREADED ROD ee z • e II p m O �' �i 2"xC SYP N .2 FULL m UPLIFT CONNECTOR SW-3 INSTALL '/a" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING o 6 { pp PLAL T{7 f @ 'm N 3 HIS 'E HT. STUDS 5 O.0 �W� OVER 2"x6" SPF No 2 STUDS AND FASTEN WITH Bid COMMON I E II N d �1{{'•, / 1 c z' x10 IND N0.2 JACK UPLIFT--CONNF 9R RO RODS ® 48" O.C. WIRE NAILS ® 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL O1 ~ E " OWNER'S FRAME EACH WINDOW OPENING m �- II 0 THREA �F'f0p BATH r"'"1 h SITE No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL X. 1 3 p * --,- - D 1 \ m ONE PIECE %6 0 DIAMETER ALL THREAD REACTION °- Q' (nL Tq3 „ ' STUD AND 2pcs 2"x10" SYP NO2 Inro2 1 EACH END OF WAT:� 3pcs 2"x4 SPF N0.2HI$ ( � io CONNECTOR ROD AT EACH END OF SHEARWALL SEGMENT, • p It I{ 9 I ..FPLC EIGHT STUDS EACH SIDE - STUDS AS VALLEY 1 I cs 2x6 "" FRAME IN RI �� POST (TYPICAL) kl t{ 'i, -•ST1tPC AM EACH SIDE S F5 A _ 2Lx4"/O WASPF No.2 �'�� C\`'` � IaTXao SZ OWNER'S .� o SW-� - INDICATES '/a " COX PLYWOOD SHEARWALL AS PER SCHEDULE 6 a 'x1H _ .. �� I-T rC ,. a)2 ono V iPc 2"CHASE SUITE 3Pcs 2"x6"6I / HFhr OF THE WINDOW OPENING KIN S -\ STUDS • 12 pQ ____ _ m • - INDICAES ONE PIECE RO DIAMETER ALL-THREAD1,,, \ .. 3pcs 2x4 SP N0:2- f - 6" SPF NO2 JACK STUD m ISID090A5 ON REACTION CONNECTOR ROD TIII ! FASTEN 2"x10" WALL FRAMING / STUDS POST •I 3Pcs 2"x61" SPF 0.2 AND 2pcs 2"x6' SPF N0.2 FULL aw '1 KING POST ``" /e/� STUDS. AS', KI POST, HEIGHT STUDS EACH SIDE OF ( I_ INC ® - INDICAES THE NU BER F FULL HEIGHT 2"x6" STUDS TO B" CMU WALL SYSTEM w/ _ oc -- __ # ' e rTm/ H gpED ROO Mx OPEN EACH SIDE OF THEMOOOR OR WINDOW OPENING. INSTALL TNO a- _ y1 OPENING (TYPICAL) �"', G,, ' -. -y, ' ' ' ' • ' _/ _x _ =m _- .-"""',R'�H BPLCONY I; 0 PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. I '�0x6 THREADED RODS w/ p 3 ( (r� xs. UPQFT NNECTOR ROO�X1 (TYPICtA' n��; Ni m NOTES;_ 2 0 WASHERS AND HEX NUTS Ei aaoKs _ Y2W'Mo,.' EACH IDPENING \\\...\\\ p,,� ' 2Pcs 2Tx6 SPF N0.2 JACK STUDS ��,) yI` 0 32 O.C., VERTICALLY. m, i,%' .�� ,xw s+m+ lu.'x wi osiuo cxo o 8 �I - ® AND 3Pcs 2"x6 SPF NO2 FULL '"o •1., 1) SEE DETAIL 1/S-8 FOR TYPICAL SHEATHING NAILING PATTERNS. jd 1 $ ;I DRILL 4 AND EPDXY. m „ u2 _ _ HEIGHT STUDS EACH SIDE OF ff 2) PROVIDE A MINIMUM OFA 2 STUD END POST AT THE END OF ALL Q t 1 ., SEE DETAIL 6/S 8, _" LOFfT , t1_ _ I� 1 SHEARWALL SEGMENTS ' 1. a 1 'I ' E ' SIMILAR f _ 2 _ n i• I "TT\ DOOM OPENING -- _i] 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING 1 'L4. _ SPIN �..� 7 �p Q WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED R ( Jw / p _ Is TOGETHER WITH 10d COMMON WRE NAILS AT 4` MINIMUM. $ V 1 i .✓✓✓. LAUNDRY O N• mx.�em _"-+�� .�r1 . xom SITTING _2 a y E I ! � BALLOON FRAMED �j ; { 7 2 "+xnfianuc6 9x14R E It 8' CMU WALL SEGMENTS "" ..q . + f rs � \ --_ b lY' p BOUNDARY OF ROOF S w/ 2-/j5 VERTICALS 3 4 , r SHEATHING, FLOOR w 8 V SHEATHING. OR WALL " 3pcs 2"x4" SPF N 2 ��11 EACH CELL . o m 1 THIN III EXEROIS j HERS }. STUDS AS VALLEY .. lJ' m 2 _ n SHEATHING 17 ! �b oe-X TO a 2" 8 WA4L 1 FRAME INTERIOR OST (TYPICAL) ' FRAME EXTERIOR .. ° x6Lorr �i FRA. C SHEARWALL / [_ -- BEARING WALLS w/ V - / 3 ( rrrr'�T` � � - 2 x6 . SPF N 2 R 2'x6" SPF No 2 ^ @ '^ xoxeuaxs II PLYWOOD p 2"xe" P.T. SYP NO2 - {+ WINDOW BUCK (TYPICAL) r j Inn� L T STUDS • ifi O.0. k N3 \ STUDS ® ifi O.C. ' Y1 �f \ o m 3 ATTr SEE DBTAIL 1 5-14 r V ' ',.. v-. 1xlxPxm 3 cs 2"t" SiSPF N0.2 _ " SUP I(L . . . . . . . p ( n - -x --� xm S1UD5 As KING POST, Ar % f THREADED ROD NAIIL SPACING AT 1 D 1 a^ � m NI ' o W ° Y 1-#5 VERTICAL IN p o na �- ne / xXsx UPLIFT CONNECTOR SEE NOES OR SCHEDULE f } THIS CORNER ❑ '& RODS • 48" O.C. 13111 I 1 N 3 2 ztp• '� ❑ 0[1 - - -"' EXAMPLE 0$ UNSUPPORTED if I7 10 LT10 L 10 L 10 / S 1 SW_ !1 (3)2 x1o• �e SW 1 (UNBLOCKED) PANEL EDGE. a 2 r 7 - 6'x18' 6'x16' B'x18' B'x18• 1 ..,_. .... "v y.y UNSUPPOR 1 h` I4i11 t 1 � , _ _.. . -��_ ..._. TEED PANEL EDGE III F BALLOON FRAMED FASTEN 2"x10` WALL FRAMING •i "- °/s"f THREADED ft00 IS TYPICUNLESS CONDITION O: f' " "' SHEARWALL REACTION UNIE-_SS BLOCKING IS LQY 8" CMU WALL SEGMENTS TO 8" CMU WALL SYSTEM w/ 1 OPEN BALCANY N0.6 CONNECTOR EACH ENO REOYp BY SCHEDULE - ,I w/ 2-�/5 VERTICALS '/0x6" THREADED RODS w/ L2� N FRAME BALLOON FRAME w/ 1 BALLOON FRAME w/ 2 OF SHEARWALL SEGMENT OR NOES S IT . EACH CELL 2"0 WASHERS AND HEX NUTS SrF N0.2 2"x10" SYP N0.2 - 2"x8" SPF NO2 -1 U) Zq 1Y1� lI +) ® DRILLO 4" AND EPDXY. 16" 0. STUDS 016" O.C. \ STUDS • 16 O.C. NAILING TO STUDS, ROOF J J INTERMEDIATE TRUSSES, OR i 1 C i f14 } SEE DETAIL 6/S-B SUPPORT IS 6" FLOOR JOISTS d NOTE: INTEGRATED STRUCTURAL MULLS O.C. MAX. UPON W ll THIRD LEVEL SHEARWALL FRAMING PLAN 13 � ' .' }}VJr 1 NOTE: SEE ARCHITECTURAL PLANS SCALE: 1/4 = 1'-0" ARE WITHIN THE WINDOW SYSTEM AND EXAMPLE NAILING PATTERN FOR SHEATHING J Z pl jl 1 ARE THE RESPONSIBILITY OF THE 0 AND WINDOW/DOOR MANUFACTURERS 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ WINDOW MANUFACTURER FOR CONFORMANCE ON ROOF, FLOOR AND SHEARWALLS ,f REQUIREMENTS FOR ACTUAL ROUGH pBL 2'x6" SVP Nn2 TOP PLATE, 2"x6" SPF No.2 STUDS WITH WINDOW/DOOR DESIGN PRESSURES /� DETAIL = a OPENING DIMENSIONS. NOMINAL 2) ® 16" 01 AND 2x6" SYR III BOTTOM PLATE, U.N.O. / ' \ � I LL I DIMENSIONS SHOWN FOR GENERAL ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ S-9 SCALE: NTS t I H I�) ^ 1 LAYOUT. DBL 2"x4' SYP Not TOP PLATE, 2"x4" SPE No.2 STUDS IL IN1 x` I :' 016" 01 AND 2`x4 SYP No.2 BOTTOM PLATE, OR fl DBL 2"x B" EYE PLATE,1 I 5 No.2 TOP LAE 2"x8" SPF No.2 STUDS 3 1 C I IJ FRAMING NOTE GENERAL 016 ' 00 • AND 2"x6 SYP No.2 BOTTOM PLATE, U.N.O. 1 c SIMPSON SPH6 { [f, 1 CONTRACTOR TO COORDINATE P Iy � � LOCATION OF FRAMING MEMBERS 3) ALL FLOOR HEADER BEAMS SHALL BE SYP No.2 AS INDICATED STUD PLATE TE "{j{ WITH HVAC DUCT WORK AND 4) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL 81-AMS AS S 3"x+3WASH PLATE AT EACH STUD W333' iI ELECTRICAL FIXTURE LOCATIONS. MANUFACTURED BY TRUE JOIST MacMILLAN OR EOU OL WASHEX NUT (TYPICAL) � Efk v{nl 1I ® INDIICATES TIMBER FRAMED x INDICATES ipc SIMPSON CS16 2"x6" SVP.N0.2 DOUBLE NOTE: SPLICE ALL MULTI-PLY EXTIERIOR BEARING WALL MICROLAM LVL ROOF HEADERS COIL STRAP TOP PLATE. FASTEN TOGETHER NILCOMMON M ' II I TOGETHER w/ 5 ROWS 1fid INDKCATES TIMBER FRAMED • INDICATES %"0 THREADED ROD w/ 10d COMMON WIRE NAILS SPH@ 111 COMMON WRE NAILS • 12" O.C. INT€RIOR BEARING WALL • 16" O.C. PROVIDE 3-10d �i 61i EACH LAYER ■ INDICATES POST OR KING POST COMMON WIRE NAILS EACH 2"xfi" SYP.NQ.2 DOUBLE n( { rII -__- INDICATES HEADER BEAM SIDE OF SPLICE (TYPICAL) {I1gl . TOP PLATE. FASTEN TOGETHER 141 Rk I1 NOTE: SPUCE ALL MULTI-PLY © INOIICgTES 8" CMU LINTEL BEAM SW- INDICAES '/ " CDX PLYWOOD w/ 10d COMMON WRE NAILS W � � II CL °f A ROOF HEADERS TOGETHER w AS PER DETAILS ON SHEET S-10 SHEARWALL, SEE SHEARWALL • 16" O.C. PROVIDE 3-10d • -+ / 2"x6" SPF N0.2 u S R ' 4 ROWS 12d COMMON WIRE INDICATES CONCRETE BEAM AS PER SCHEDULE ON SHEET 5-9 COMMON WRE NAILS EACH m• NAILS • 12" O.C., EACH LAYER ® DETIAALS ON SHEET S-11 SEE F ® i6" O.C., SIDE OF SPLICE (TYPICAL) Q h I SEE FLOOR PLAN ' 11 S O E I yI �1 2"x6" SPF NO2 ?< p TOP PLATE EPLICE %"0 THREADED ROD STUDS • 16" OC , JII A � UPLIFT CONNECTOR SEE FLOOR PLAN W; O 1' e. IF NO ANCHOR BOLT IS 2' x4" OR 2"x6" AT EXTERIOR WALLS, ml l§ z0 II g LOCATED AS SHOWN, PROVIDE SPT.IL SVP N0.2 TOP PLATE FASTEN WALL SHEATHING �' I , Ip SILL PLATE 2"x4" OR 2'x6" SYP.N0.2 SPLICE TO DBL. TOP PLATE w DOUBLE TOP PLATE FASTENING ttt 'F A Y,^m THREADED Roo w/ / DOUBLE TOP PLATE FASTENING 1 1 p 'l L,. DOUBLE TOP PLATE. FA SEN Ed COMMON WRE NAILS 5 s'/s" MINIMUM EMBEDMENT TOGETHER w 1Od COMMON 4' o IN. DID1f4 AT / "m THREADED ROD WITH CONVENTIONAL STRAPS N w/ 2x2"x'/` PLATE WASHER WIRE NAILS ® 16" O.C. ®TO BOTH STAGGERED 6Y, " ] Jji • 11 TO 8" CMU WALL BELOW BUTT JOINT PROVIDE 3-10d COMMON WITHIN 24" OF ANY DETAIL 5 DETAIL I 77 WRE NAILS EACH SIDE SPLICE. (TYPICAL) O }` 5-9 SCALE: HIS PROVIDE AT A DISTANCE OF NO OF SPLICE (TYPICAL) S-9 SCALE: NTS ure LESS THAN 6" AND NO MORE 1'-0` 6' 'n 24' MAX. AT r THAN 12" FROM ALL BUTT %s 0 THREADED ROD EXTERIOR WALL tla'=fa E OF C TSRw L p MAX. MIN. xarulsmnaelax�mam Raxa.nXaxmXAmEo2ce. - Eitm6 J11`11 JOINTS IN THE SILL PLATE EXTERIOR CONDITION 1. 1MfEROxaIfE6aew11aproxxcaXxLNxrE wm'n'[arMt\wm x96a8EY amxuxaex + 'r SILL PLATE BUTT JOINT DETAIL DBL TOP PLATE SPLICE DETAIL x. Ila;xuxrmome,:xmalncasTmuxoaaellmlxAco2�wce tmlaatt x+lxeawwxa.waXTmvwxuxoucxwiaPpnacnpxm , DETAIL 31DETAIL »w� Max awe AN �X�6a� W� a �t, l I a�xm IN wXAm Xuaacwxam mpPlmxx 111 alreartTlleme,ul6rimoxcwN:XaaxserortaAxoixmXue6 tnusrpRa6}cXnx6 S.Q ar2L S-9 SCALE: 3/4" = 1'-O" 5-9 SCALE: %X" = 1'-0" a1caXPaPATmxmm6omwrvloarmxuiwxsxgxanAx¢ nxcmxcwauerpx®a v vv wrtx scnoxacrm6•xmwaomxa smrawanxse.wx wo¢anAAxw.e i aMFAHIXlla111✓E@MFXIIR,511XINlE2 YkR1N:Nl1EIFIOLxCNMtY6A 1 P11iW1 RPE.a9m1 1 hi � fi 41k Ivo 1 I 1 } ' ,Af e)11g� ) } ) ' MMff I t I ,Y @�" CMU WALL 8" CMU WALL 8" CMW WALL 8" CMLI WALL —�� 8" CMU WAI 2"xB" P.T. SYP No.2 8" CMU WALL 8" CMU WALL 2"x8" P.T. SYP Not 15t 'fi' •,t ABOVE ABOVE ABOVE: BEYOND ABOVE TOP PLATE w/ 1/2 '0x12" ABOVE ABOVE TOP PLATE w/ 1/2"0x92" la i wv m" AlOT DIPPED GALVANIZEDHOT IF, 1-#5 VERTICAL 1-#5 VERTICAL 1-#5 VERTICAL 1-#3x18" VERTICAL 1-#5 VERTICAL ANCHOR BOLT w 3"x3A" '-#5 VERTICAL DOW VERTICAL DIPPED VA3"r3Ix'A" " L DOWEL 0 40" D.C. ��1DOWEL ® 40" O.C. DOWEL ® 40" O.C. DOWELS 0 16" O.C. DOWEL 0 40" O.C. / DOWEL ® 40" 0.�, DOWEL ® 40" O.C. / 2 k! r ,L j PLATE WASHER 0 24" O.C. PLATE WASHER 0 24" O.C. 1 9{ y J 8"x16" CMU OPEN 8"x16" CMU OPEN 8"x16^ CMU OPEN 8"06• CMU OPEN 8'x16" CMU OPEN 8"x8" CMU OPEN 8"x16" CMU OPEIN 8"x16" CMU OPEN 9� J a&"[i BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK n 8"x8" CMU OPEN I �� 1" 11 BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL ElLOCK BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK '11xf V 11E BEAM W/ 2-#5 TOP TIE BEAM W/ 2–NS TOP , z b TIE BEAM W/ 2-#5 TOP TIE BEAM W/ 2-N5 TOP TIE BEAM VI 2-#5 TOP TIE BEAM W 2- 5 TOP TIE BEAM W 2- 5 TOP TIE BEAM W 2- TOP TIE BEAM W 2- TBP 3 y AND 1-#5 BOTTOM, 'o AND 1-#5 BOTTOM, AND 1- 5 BOTTOM, AND 1- 5 BOTTOM, 1 I AND 1- 11111UM, / # / / M. / )�x" fill r tll o o E # o o # ry z #5 CONTINUOUS AND CONTINUOUS BOTTOM, o AND CONTINUOUS BOTTOM, CONTINUOUS p �rt III E CONTINUOUS CONTINUOUS IN z CONTINUOUS CONTINUOUS CONTINUOU4 _ E CONTINUOUS s �x �a1j k I ry 8" PRECAST 8'N z " PRECAST B" PRECAST 1 8" PRECAST 1 8" PRECASIT 8 PRECAST "' 3 1 8" PRECAST 1 8� PRECAST NI 8" PRECAST ENTEL w/ 1-#5 E LINTEL w/ 1 -#5 s i LINTEL w/ 2-#5 aIh I , LINTEL w/ 2–#5 1 LINTEL w/ 1–#5 LINTEL w/ 2–#5 LINTEL w 2–#5 LINTEL w/ 1–#5 LINTEL w 2-#5 ^� CONTINUOUS y;Ay1t ;# Aly6 .I . / CONTINUOUS l .I , / L AA Y,^ Wy � I .. CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUffi CONTINUOUS CONTINUOUS !p) yN�„IL , . 1-#3x15" VERTICAL f VY e N � +°tq, L-1 L-2 L-3 L-4 L-5 L-6 L-Z L-8 L-9 ® 16" O.C. tyY ' rt I�4i IF CH AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT FIRST LEVEL AT SECOND LEVEL AT SECOND LEVEL AT SECOND LEVEL AT SECOND LEVEL o OH GARAGE DOOR z, WwI�; RVIO 1>� ``44441 yf TYPICAL LINTEL ABOVE OPENINGS NOTES: 91 1) FOR OPENING LOCATIONS, SEE ARCH DRAWINGS. i '9 } m�^ DETAIL 11 1 2) PROVIDE 8" BEARING EACH SIDE OF OPENING. J01" yavl l' 01 2'1 ROW 12d SINKER" -1 SCALE: = 1'-OC 3) GROUT LINTEL SOLID w/ CONCRETE. 2"x4" P.T. SVP Nat r " GUN NAILS 012" O.C. FURRING STRIP GARAGE t� y} OI LINTEL INSTALL 2pcs 1/20 x 6" ANCHOR BOLTS w/ p Vr4I'I 4'� i III .. BEAM AND iREINFORCING f"¢ III Y rye' y'! YII 2' x8" P.T. INS � 25' LAP MIN. 1_ 5 VERTICAL EACH EXTERIOR �2"x2"x'/e" PLATE WASHER AT MIDSPAN " it o I Y 1 uI'# y # A$ PER PLAN p j 1 i T� y'�� P SW No.2 "BUCK" 1-#5 VERTICAL 0 40" O.C. CORNER, INTERSECTION, I® FOR SPRING BLOCK ATTACHMEN�I .. . --�--r -- ---- ---- ------------------- I --r y; 5 I dto,1., p FILL CELL SOLID W/ 3000 psi _ AND ® 40" O.G 2'xa° P.T. SYP Not - Y II "'� CONCRETE DOOR "BUCK" „ __I__r ___ _____ _____ __ ___- ___T_�_ M1 ,� s ! FILL DELL SOLID w/ 1 z ` ¢ .l WINDOW �'• • #5 HORIZONTAL 3000 psi CONCRETE INSTALL EPICS 1/20 x B" • r. °rvrv" 3 k [_ TIE BEAM REINFORCING HOT 01PPED GALVANIZED � Is S,{ p ---- 11CMU WALL ANCHOR BOLTS 0 24" O.C. INTERIOR I 2"x8" SYP No.2 1 EXTERIORto #5 HORIZONTAL MAX. w� 2' x2 x'/" PLATE 1 8 CMU L P.T. BUCK j 1 ,. FASTEN 2"%8" P.T. SYR No.2 _ TIE BEAM WASHER AT INTERIOR FACE w/ #5 VEW AL 1 W n 2"x8" P.T. SYP N0.2 EACH FACS q ER OPENING FOR WINDOW BUCK TO 8" CMU NOTE: N B" CMW WALL REINFORCING OF DOOR OTPENING EACH SIDE B"CMU WALL 'h g rPLATE t I " <fi1 w/ 2 ROWS OF '/4'0 x2%" HWH 2"x8" P.T. SYP No.2 BUCK TO RECEIVE 7x2" P.T. PLAN AND DETAI /S-1 9'-0"x8-0" w/ #5 VERTICAL Q a41 tis TAPCONS 0 16" O.C., STAGGERED. FASTENING IS THE SAME FOR SYP N0.2 PLATE I GARAGE DOOR I EACH FACE AS HEAD, JAMB, AND SILLS. PER PLAN AMD Y MAINTAIN 7 cMu EDGE DISTANCE - OVERHEAD GARGE DOOR BUCK/PLATE 1 1 1 1i jtip �x y� kl 1' I® 3" 3• ®I 1 DETAIL 4/5-7 2"x8" WINDOW BUCK FASTENING TYPICAL HORIZONTAL SPLICE TYPICAL CORNER SPLICE FASTENING TO 8" CMU WALL 2 DETAIL nlc-'� SECTION 4 SECTION 5 DETAIL tl® ° " _j0 SCALE: 1 '/2" = Y-0" SCALE: 3/ " = 1 '-0" SCALE: °/a" = 1'-0" -1 SCALE: 1 '/" = P-0" 11 1 2-#5 VERTICAL P+m y s* "ItP (: � v �VV� 11 11 ® INSTALL Spot /0 6" HOT DIP D GALVANIZED DOWELS FROM THE Fi 333ii Tv,`I; ,1 B' I® ANCHOR BOLTS 24" O.C. MAX. w "x2"x'/e ®I STRUCTURAL ti y fl 1 8"x B" PRE-CAST 8"x8" PRE-CAST }EA�I@IN I 1 PLATE WASH AT INTERIOR FACE OF LL OPENING FOUNDATION 1 CMU/GONG. TIE CMU/C10NC. TIE q BEND 3-#5 VERTICAL INTO 1 EACH SIDE 0 RECEIVE 2"x8" P.T. SYP N 1 BE h1 q1 eI I� , l i,I , BEAM AS PER PLAN LINTEL w/ #5 AS BEAM AS PER PLAN LINTEL w/ #5 AS TOP OPEN BOTTOM LINTEL i1 11 a ",-,I t'i } ¢ t6 1 PER PLAN PER PLAN BLOCK AND ALIGN WITH I� 11 WALL R PLATE PIG e - Sv ° �y �l} i. " _ _ G G _ exert 8" CMU WALL _ _ _ _ 2 #5 TOP REINFORCING a 11 11 11 11 a p 1 #3 15 VERTICAL 0 6" ry z II 111 �j �j n z S ?' AS PER --�� i1 11 ® ®11 11 y. t, u�.a 11 1 FOUNDATION SLAB li 1i Q v AS PER 1pc SIMPSON MGT 1 5 " 1 HEAVY DUTY TENSION TIE ANCHOR — — =t• — - + GARAGE DOOR "BUCK" FASTENING 1 1 `c H `l1 t " FASTEN 2'x8" P.T. FASTEN 2"XB" P.T. -- LU TO 8" CMU WALL 11 1 ¢ Q SYP Not WINDOW BUCK L_ I (6 DETAIL o z TO 8" CMU w/ 2 ROWS SYP No.2 DOOR BUCK ,. + •fi b '/4'0x2 /V' TO 8" CMU w/ 2 ROWS PRECAST LINTEL w/ E F## Q '/"0x2%," YAPCONS '/2"0x23/e" TAPCONS 2-#5 CONTINUOUS -1 SCALE: 3/4" - 1'-0" 0 16" O.C. STAGGERED 0 16" O.C. STAGGERED BEND 3-#5 VERTICAL INTO BOTTOM Q W INSTALL 8pcs MINIMUM INSTALL 8 cs MINIMUM PRECAST LINTEL AND ALIGN WITH =" z P 6"x26" CMU WALL SEGMENT EACH SIDE EACH SIDE 2-#5 BOTTOM REINFORCING 8"x16" CMU OPEN BOTTOM � G' W/ 2-#5 VERTICAL MSzI ,- UN TEL BLOCK/PRECAST LINTEL IN THREE CELLS I#5 VERTICAL IN 12" TIE BEAM W 2- 5 TOP AND 2 ~ – 1� — f THIS; CORNER FROM / # 2"xe' P.T. SYP 2"xB" P T SIP NOTE. DRILLED 12" AND EPDXIED FIRST LEVEL TO IN. LA 1-#5 BOTTOM CONTINUOUS No.2 WINDOW 2'-2't s BUCK No.2 DOOR BUCK /e 0x16 HOT DIPPED GALVANIZED SECOND LEVEL. LAP THREADED STUDS ARE ACCEPTABLE 252• MINIMUM WITH ' ---- AS SUBSTITUTES FOR THE LOWER REINFORCING. -- - 811x26 ' CMU WALL SEGMENT TO CAST-IN-PLACE ANCHOR BOLTS AT < WINDOW BUCK FASTENING TO CMU DOOR BUCK FASTENING TO CMU MASONRY LINTEL BEAM CONNECTION TME e^ cFnu wpLL. N 1 it I y DETAIL �1 DETAIL B ELEVATION PRECAST LINTEL W_/ X2 #5 CONTINUOUS -10 SCALE: N.T.S. -1 SCALE: N.T.S. -, SCALE:: 3/4° = 1'-0" BEND 1-#5 VERTICAL INTO -- -- - "f 1 �I� (I)1 11, 2"x8" P.T. SYP No.2 BEND 2-#5 1VERTICAL INTO BEND 1-#5 VERTICAL BOTTOM OPEN 480TTOM LINTEL - rt I I). BEND 2-#5 VERTICAL INTO 8"x8" CMU OPEN 1 TOP PI ATE w/ /2"0x12" TOP OPEN ®OTTOM LINTEL INTO TOP OF CONCRETE BLOCK AND ALIGN WITH I4@4; +i� TOP OPEN BOTTOM LINTEL 12" BOTTOM LINTEL BLOCK HOT DIPPED GALVANIZED BLOCK AND ALIGN WITH BEAM "BM-5" AND 1-#5 BOTICIM REINFORCING L-5 BLOCK AND ALIGN WITH TIE BEAM W/ 2-#5 TOP 2-#5 TOR REINFORCING "j},lYyl 1 2–#5 TOP REINFORCING "LAP CONTINUOUS ANCHOR BOLT w/ 34x3".%" 12" ALIGN WITH GING 1- 11 ¢ 1 �. PLATE WASHER 0 24" 0 C. 1 #3x15" VERTICAL 0 16" O.C. TOP REINFORCING 1-05 VERTICAL IN BEND 1-#5 VERTICAL INTO BOTTOM < ,lL LAP THIS CORNER x PRECAST LINTEL AND ALIGN WITH 6 }�ItJ S 1i )df 1 1 __ _ _ _ _ 84x8" CMU OPEN " :` 8' w x 24"d CONCRETE BEAM 8"x24" CMU GARAGE � 2-#5 BOTTOM REINFORCING fu - --------- ^- - -- * BOTTOM LINTEL BLOCK —TI + -- t BM-fi" w/ 2-#5 TOP, 2-#5 END,V,ygLL w 2- 5 BEND 1- 5 VERTICAL INTO TOP OPEN mu I IP 1 I19 , �, )K f ' - -- ^ T- .______ _ --__— --_—.. . _— ,- c CONTINUOUSTIE BEAM 2-#5 TOP w p ( I 1, MIDDLE, AND b w/ µ STIRRUPS#O BOTTOM, C. TWO RCFELL9 THISIN IRST SIDEWIOTTOM TH 2 5 TOP NTEL REIINFORCNG OCK AND ALIGN - i )j IJ, 't UNTULE'WAS'_ - ---y- - --------} - -- - ( _; IBEND 1 NTO 807VERTICAL OF CONCRETE ' OF OPENING # �'' ZO ? III y L 10 L 10 ,-,A� L_,p CONTINUO S L BEAM BM-6 AND 13 x24 CMU GARAGE ENDWALL TO Y! 11 ¢ ' AT LOFT TOWER L-9 ___ LIGN WITH 2-#5 W FC > 1 1 F< TOP REINFORCING M p O D 8' x16" CMU/ ONCRETE PRECAST LINTEL w MASONRY LINTEL BEAM CONNECTION m azo r n , PRECAST LINTEL w/ / STEP TOP OF 11 . 1 R t�1 ' BALLOON FRAME[ COLUMN 1-#5 CONTINUOUS 2-#:6 CONTINUOUS - -- COLUMN AS REQUIRED ELEVATION 1 f l w 2- 5 VERTICAL qq2 E CH CELL BEND 2-#5 VERTICAL INTO BOTTOM BEND 2-#5 VERTICAL INTO BOTTOM 12 ,I 'I �I{U� � ` 361 -- 1 - PRECAST LINTEL AND ALIGN WITH PRECAST LINTTIFL AND ALIGN WITH 1 _ 8"xi 8" CONCRETE COLUMN -1 SCALE: 3/4" = 1'-0" 1 i 1' 1-#5 BOTTOM REINFORCING 2-#5 Bi070M REINFORCING w/ 3-#5 VERTICALS EACH Ip 1I FACE AND #3 TIES 0 e' O.C. ucaetm: f , " 1,Itl , -3%" i �, - ( 11 , ' �' DO PEWIR 10Ri61 Si )] 8" x16 " CMU COLUMN TO 8" x19 " CONCRETE COLUMN TO r S1 i " ju 1 1. mrnEnununomr•enroeENmnw;atwmlrasruowoe nww4e% _. uoewuem: 1 E11L15 MASONRY LINTEL BEAM CONNECTION MASONRY LINTEL BEAM CONNECTION I �� ' — 2TE WlVgHIFCfltER®eM"6RIENSNE C�pIm M.'6gUV10E Y,1Me4TGXe.N0YA9tE]ALNNIML®tll MY�FplB410WC9 , 1M1M11 ,D ELEVATION ELEVATION ��« " � �»� � Iw' Mw 11 vm�lewnMNslNcvwanmov�mwn loF 1 ' _10 SCALE: 3/4" = 1'-0" _, SCALE 3/4" 1'-0" ATNE CHFNTOFFIMGF mtirt3250 S-1022 M '. 1 wmarnonesE]xEwx"woEelauvre w"wEaxur.vo "min¢aux IF VI !9 ` :: amuemucn�ranimmNrmsv. ii�ironv. ..> 1 fill S'i 1 r R I p, • �' Aln A #3 STIRRUPS , ql �. t n 2-#5 TOP w/ STD 90' BEND ® 10 0 C. 1 1 F. , t ' AT EACH END I I - EXTEND s VERTICAL DOWELS C O N C fR E T E B E A M S C H E D U L E j ±i� �i� SEE SHEET 5-e FOR 2-,#5 MILCpLE # BEAM BTM LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES SECT. { ABOVE FOR a"x19" CONCRETE BEAM ALIGNMENT OF #5 VERTICAL BEND 2 #5 VERTICAL INTO 18 'x26" CONCRUFTE I I COLUMN ABOVE SEE SHEET 5-8. 1ej I .. f � 1 DOWELS ABOVEfil . TOP OF CONCRETE BEAM BEAM SIZE ELEVATION REMARKS NO. 1� I 12' I MARK ( MIDDLE f e I / I ow ` + ' TOP RALIGN EINFORCING 3_#6 BOTTOM IN. LA j - BEND 1-#5 VERTICAL INTO TOP OF w x d NAV] BOTTOM BAR TOP SIZE SPACING TYPE REP, l, I I III CONCRETE BEAM "BM-4" AND ALIGN EL. +28.67' NAVD � � �/ p.Y I. EL +29.6]' NAVDA WITH 3- TOP REINFORCING TOP OF BEAM BM-1 8" x 28" EL. +27.33' 3- 2- jl � 4I� tl III p 1k11' #g #5 2-#5 #3 10" O.C. 2 +y," CAMBER AT MIOSPAN 4/5-11 1 5 lit `'.. TOP OAF BEgM I. Ie I B �R l qil 1, y 24' II - BEND 1-#5 VERTICAL INTO BOTTOM OF o 3-/6x16'-0' TOP BM-2 B" x 24" EL. +27.33' 2 #6 2- 2- 5 /5-11 J+ ` I Ir8 + EXTEND 8"x16" CMU OPEN 1 Ili CONCRETE BEAM "BM-4" AND ALIGN w/ STD. 90' BEND #5 # #3 10" O.C. 2 +y.^ CAMBER AT MDBPAN 4 p { l l G AT CANTILEVERD END NO CAMBER �� I "4i'11 l ! I 6" BM-3 8" x 16" EL. +27.33' 2-#5 _ 2-#6 #3 6" O.C./12" D.C. 2 DCI-5 CORROSION INHIBITOR REQUIRED 4/g-++ �� 1� ��EI 4 + WITH 2-#5 BOTTOM REINFORCING BOTTOM LINTEL BLOCK g"x16" CANTILEVERED ,b, 111 TIE BEAM REINFORCING 1 _ NO CAMBER [V 3 p CONCRETE BEAM BM-4 g' x 16 ' EL. +27.33' 2-#5 3-#g #3 6" 0 C./12 O.C. 2 DCI-S CORROSION INHIBITOR REQUIRED 2/5-11 }'F, Iy{]1( ,III ' INTO CONCRETE BEAM li 1 < 1ua., BI , ( i' 1 •BM-5. LAP 24" MINIMUM 1 IN L 2-#5 BOTTOM SM-5 8' x 26" EL. +27.50' 3-#8 2-#5 2-#5 #3 10" O.C. 2 +'/e' CAMBER AT MJDSPAN 1/5-11 1 Ic + 1 i y 1-#5 VERTICAL "— AEL. +27.33' HAND o 9 3I Y H AkIT� BM-6 8• x 24" EL. +39.00' 2-#5 2-#5 2-#5 #3 12" O.G 2 +'.' CAMBER AT MIDSPAN 3/5-11 I 1 I IN FOURTH CELL ( M-5 M-4 Z. b 1xl 11 +%" CAMBER BEND OVER LAP "BM-4' NO CAMBER �+ 2-#5 VERTICAL BEND 1-#5 VERTICAL #5 VERTICAL A .. # REINFORCING AND 2-#5 BOTTOM REINFORCING IN SECOND CELL INTO MIDDLE OF CONCRETE DEIGN w/ BEAM / p p, 3 -0' MINIMUM w BM 5" a M ^ ,I BEAM "BM1 MI AND ALIGN REINFORCING ED 2—R5 BOTTOM REINFORCING I I I q WITH 2-#5 MIDDLE 2- 5 VERTICAL INDICATED TYPICAL BEAM STIRRUP & TIE TYPES C p I # !I REINFORCING f I, I � i IN END CELL L 2-#5 VERTICAL TOA BAR RENO 1- 5 VERTICAL 1 { t .� 1 # IN THREE CELLS #3 STIRRUPS , INTO BOTTOM OF CONCRETE #3 STIRRUPS ® 6" O.C. y 'I h 1. 1 CMU WALL SEGMENT BEAM 'BM-5" AND ALIGN B" CMU WALL FIRST 4'-0' ® 12' 0>G SEE SHEET S-7 R N �#5 BOTTOM SEGMENT SEE ! I 1 � REINFORCING SHEET S-7 Z SEE SHEET S-B { V-10 1/2" S,_ " ,{ 1 lr, FOR ALIGNMENT OF 8" CMU WALL TO CONCRETE BEAM �� s �1 f 1 ±� #5 VERTICAL "BM- 4" AND "BM-5' CONNECTION (VERIFY w/ ARCIHITECTURALS) Iy11 , pp DOWELS ABOVE. q1! '/z OF SPACING 6• W ELEVATION 1 III I� 1 I SHOWN IN SCHEDULE MIDDLE BARS MIN (� 11 -I" 11 1 5-11 SCALE: %" = 1'-0" BEND 2 #5 VERTICAL 6' MAX I� µ T` 7 I 2-#5 TOP w/ STD. 90' BEND INTO TOP OF CONCRETE '1 OF GREATER '/ OF GREATER j EXTEND #5 VERTICAL EL. +28.67 NAVD AT EACH END '/ SPAN 1I BEAM "BM-6" AND ALIGN BOTTOM BARS OF ADJ. SPANS OF ADJ. SPANS DOWELS ABOVE FOR BEND 3-#5 VERTICAL INTO TOP OF TOP OF BEAM a 'I : 8" CMU WALL ABOVE. i- + CONCRETE BEAM 'BM-4" AND ALIGN 2-#5 MIDDLE 12" WITH 2 #5 TOP BEAM NOTES J1 e� I I1 1, SEE SHEET 5-8. �1 1 #g 3-;16x8' 0" TOP REINFORCING CLEAR COVER SCHEDULE - x 11I '� yy Y WITH 3- TOP REINFORCING w STD. 90' BEND 2-#5 BOTTOM IN. LA 1. TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. o° . L FI 5 1 1 ''. BEND 1- 5 VERTICAL INTO BOTTOM OF / # A EL +41.00' NAV) TOP BOTT M , 11 # AT CANTILEVERED END Z 2. BOTTOM BARS MARKED CONTINUOUS SMALL BE SPLICED OVER COLUMN. DESCRIPTION BAR TT9 pppV v CONCRETE BEAM 'BM-4" AND ALIGN AND 12 x90' BEND 1 TOP OF BEAM 3. PROVIDE 30 BAR DIAMETER SPLICES. C.y j WITH 2-#5 BOTTOM REINFORCING AT INTERIOR END. BEND 2-#5 VERTICAL ELEVATED BEAMS 2" 2" 6 b � INTO BOTTOM OF 4. VERTICAL SPACING OF BARS IS EXAGEIRATED FOR CLARITY, BARS ARE ELEVATED SLABS 1' z" 1 ' " I- a Z 1 Ell CANTILEVERED SII ACTUALLY TIED TOGETHER ALONG BE/yM SPAN. CONCRETE BEAM 'BM-6" t CONCRETE BEAM "+ AND ALIGN WN 2-#5 9 > z-#5 BOTTOM BOTTOM REINFORCING TYPICAL REINFORCING PLACEMENT DETAIL FOR BEANAS a � 1 EL. +2J.33' NAM) EL. +39.00' NAVD " 1. W BOTTOM OF BEAM - BOTTOM OF BEAM ` I 1 , BEND OVER ICAL _ f ^ NO CAMBER +'/ FB-M-76 #3 S UPS 0 D.C. REINFOit RCNGTINTO EXTEND BM 4 PD 10" O.C. lifg" CMU WALL ABOVE w// 1 ( ' III I yy S ,'I Y TOP OF CONCRETE 2 #5 BOTTOM REINFORCING 1-#5 VERTICAL DOWEL 8" CMU WALL DOE w/ BEAM ABOVE ( TO WITHIN 3" OF INTERIOR 8"x24 CONCRETE _ 040 O.C., MAXIMUM 1-#s VERTICAL DOWEL ® 40" O.C. J_ SIDE OF CONCRETE BEAM BEAM /,- 2-#5 TOP 1 8TICAL •x8" CONCRETE COLUMN #3 STIRRUPS 2- 5 TOP H IN TREERCELLS - # ,.-2-#5 TOP Q 4 1 w/ 4-#5 VERTICAL ® 10" O.C. - 3 STIRRUPS #3 STIRRUPS W #3 STIRRUPS ® 6" O.C. #3 STIRRUPS _ # ® 10" O.C. 0 w/ #3 TIES IL 5 O.C. 11 g" CMU WALL 2a To"-#5 O.C. II ),II 1 SEGMENT SEE FIRST 4'-0" ® 12' O.C. a 2- 5 MIDDLE * 2_#5 MIDDLE +I 2-#5 MIDDLE W ] SEE DETAIL 5/S-7 # SHEET S 7 - - 1 8•x28" CONCRETE w UI Q g"x24" CONCRETE B•x24" CONCREI BEAM N BEAM "' BEAM W 3-#6 BOTTOM 2 #6 BOTTOM 3 BOTTOM F C^ iJI III S� 1 � .I �� . (VERIFY w/ ARCHITECTURALS) W Z 3 i1 1 1 M EL +2].33' NAVD ---\ d EL. +2].33' NAVD EL. +27.50' NAVD O ` . .i 8" CMU WALL SEGMENT TO 8"x8" CONCRETE COLUMI`1 TO BM-1 BOT EnM BM-2 BOTTOM BM-s e�� oiro�EAM U F Ir CONCRETE BEAM "BM -4" CONNECTION CONCRETE BEAM "BM- 6" CONNECTION +y4" CAMBER +'/.• CAMBER + CAMBER O W z ELEVATION 3 ELEVATION 8"x28" CONCRETE BEAM �3 x24" CONCRETE BEAM 8"x26" CONCRETE BEAM V In I,I � e I 11 OVER COVERED LANAI OVER COVERED LANAI AT GAME ROOM L hI � ( I EXTEND #5 VERTICAL 5-11 SCALE: °/" 1'-0" 5-11 SCALE: °/ " = 1'-O' 1111 1 DOWELS ABOVE FOR ° _ 2"xe" P.T. SYR N4o.2 e" CMU WALL ABOVE. TOP PLATE w/ '/y 0x17 J 1 I 1 #3 STIRRUPS tr 1� i I SEE SHEETS 8. EN� 2-#5 VE TICAL ® +0" O.C. III STIRRUPS EXTEND #5 VERTICAL DOWELS ANCHOR HOT PBOLT w/ED A3Ix3"xl 1 1 � ,l l 2-#5 TOP w/ INZED -P C CP OF CON RETE 2-#5 MIDDLE ® 10" D.C. }„ STD. 90' BEND BEAM AND ALIGN WIN ABOVE FOR B"x B" CONCRETE PLATE WASHER 9 24" O.C. AT EACH END 21#5 TOP REINFC�CING 8"x28" CONCRETE 2=#5 MIDDLE COLUMN ABOVE. SEE SHEET 5-8. II I '"I' BEAM I BEND 1- 8"x16" CANTILEVERED 8'x16" CANTILEVERED 2-#5 TOP + y I CI 1 I I B"x24" CONCRETE #5 VERTICAL IN70 TOP OF IIY fF41 f 1 ; 1 EL. + 9.67' NAVD I i 1 3_#fi BOTTOM BEAM 12" 1 11 CONCRETE BEAM "BM-3" AND ALIGN EL +281 NAV) CONCRETE BEAM CONCRETE BEAM #3 STIRRUPS T P OF BEAM 2-x'6 BOTTOM MIN. LA WITH 2-#6 TOP REINFORCING TOP OF BEAM 2� TOP 33 #6 TOP ® 10" O.C. , I L I ` 1 b BEND 1 5 VERTICAL INTO BOTTOM OF H 2 #5 MIDDLE > I SEE SHEET S-8 I ; 2-#6x16'-0" TOP #3 STIRRUPS FOR A6IGENEI OF 1 I ' CONCRETE BEAM 8M 3 ANO ALIGN +I q #3 STIRRUPS o 8 'x24' CONCRETE if w/ SID. 90' BEND d III' ➢ 1 1 #5 'VERTICAL ,� I ; j WITH 2-#5 BOTTOM REINFORCING m AT CANTILEVERD END ?� a ® 6" O.C./12" O.C. •y� j ® 6" O.C./12" O.G. n BEAM DOWF)-S ABOVE. I ; < III ' 2-#5 BOTTOM 2-#5 BOTTOM 2-#s BOTTOM s p II �, 8"x16" CANTILEVERED E� { BEND 1-#':5 VERTICAL 1 II 1 r CONCRETE BEAMEL, W ulp INTO TOP Of CONCRETE 1 It II 6" a ° Via" CHAMFER AT �� + NAVD { N /4" CHAMFER ATm BM-3 EAM BM- M- BOTTOM OF u. ; 1 BEAM "BM-1" AND ,I I ; 1 2-#5 BOTTOM 0 BOTTOM EDGES BOTTOM EDGES B 6 = 1 H L , 1 1 1 NO CAMBER NO CAMBER +'�' CAMBER a G 1 ALIGN WTI z #s AEE. +zzOF NAV) 8"x16" CONCRETE BEAM "x16" CONCRETE BEAM 8"x24" CONCRETE BEAM $ TOP REINFORCING - - - BOTTOM OF BEAM g t qq BM 1 W2 BEND OVER BM-3 QQ Z < �f ' 1 I( I l BEND 1-#5 VERTICAL +'/" CAMBER +'/" 'CAMBER INFO VERTICAL NO CAMBER AT CANTILEVERED BALCONY AT CANTILEVERED BALCONY OVER COVERED BALCONY N0.1 J INTO BOTTOM OF J CONCRETE BEAM BEND OVER REINFORCING AND QAP BOTTOM REINFORCING IQI + ' it "BM-1' AND ALIGN 2-#5 VERTICAL ALIGN w/ BEAM #5 p REINFORCING AND REINFORCING AS 3'-0" MINIMUM w/ 'BM-5" m � 2C WITH 3-#6 BOTTOM - ALIGN w/ BEAM INDICATED - 2-#5 BOTTOM REINFORCING REINFORCED CONCRETE BEAMS k ( I REINFORCING REINFORCING AS rp CI !1 SII 2-1 VERTICAL INDICATED 10"x10" CONCRETE COLUMN 5 DETAIL {. I� . Ili IN ONE CELL g"x8" CONCRETE COLUMN w/ 4-#5 VERTICAL 5-11 SCALE: 3/4" = 1'-0' � �K 8"x12" CMU - / $ w/ #3 TIES ® 8" O.C. _ #3 STIRRUPS ® 6" O.C. #3 STIRRUPS O w 4- 5 VERTICAL aEa®er 1 ' tt'V ;11 All SEGMENT. w/ #3 TIES ® 8" O.C. SEE DETAIL 5/5-7 FIRST 4'-0' ® 12" OrC v tI { it SEE SHEET 5-7 SEE DETAIL 5/S-7 _ CONCRETE PLACED IN CANTILEVERED BALCONY BEAMS SHALL BLCGPERMB+�++++ CONTAIN DCI-S CORROSION INHIBITOR, AS MANUFACTURED BY 1 1 1'-0" 10 8" 10" 6'-5" W.R. GRACE & CO. THE DESIGN MIX SHALL BE PROPORTIONED ' To BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO ' TM'-SEx.vuuaoEalla�roeExarnwicEwlmT,rtsru,wiw MR1weEu ,menu 8' CMU WALL AND 10' x10" CONCRETE COLUMN (VERIFY w/ ARCHITECTURALs) EBIIAIxIFDIN&CIM@�mrEwRMAARxxeRaATnc�oRE E++ ' I I CEMENT CONTENT, AIR CONTENT, OVER ADMIXTURES, ETC. zTIExW xIrowRCEA�enRcevm[aexaoEalormw.amnwxcE - TO CONCRETE BEAM if I, AND °BM -5' CONNECTION MAXIMUM WATER-CEMENT RATIO SHALL BE os6. 1Brz1rmH vmmxrnwe.Mme.�emwxM.wodaxwmmReumrce 1 • ELEVATION �m0 -AexRx ,rowR�-B �w� wm, x� „1tw mm-: 1 rmmAuxxnaucwwzP®a+mwll. 1 3/4” ]. MEMNIXBIIBIIO�IAYx31NYE9ENSElEC1m MDNMWE CHNS ER.C.KMNE 5-11 SCALE: = 1 -.0" _ MSEER xmraAlPolRro,I�u•a.vamP�xcalrxexAaa,ovcE _ ,.m S-11 22 �` N1MeF'IYJIe LFTIEvxMluoF&f41 L6LL@xPM➢NITRO 4m A��N C£ " v II " ,� 411fx81PolLTNEFYFMKNF➢IXNTE2 jejj 'RREAIA k11� �1 , I : 1 I1 f Ij1 It : � " If a" , b) ( I + CANTILEVERED 16" SYSTEM 42 SIMPSON THA422 ADJUSTAFLE + rI " ry ' 1 I� OBL 2"x10" P.T. PRE-ENGINEERED FLOOR TRUSSES DBL 2"x10" P.T. DECK SYSTEM DESIGN LOADS: TRUSS HANGER, FASTEN W/ IN jj) 1, !{ �z + SYR No.2 LEDGER w/ 1,25" 6.0" TMBERSTRAND LSL 1.75"x1 .0" 1.9E MICROLAM SYP No.2 LEDGER w/ 4-10tl NAILS INTO TOP 0'F 117++ s DESIGN DEAD LOAD = 20 PSF LEDGER AND 16-10d NAILS ,1 SINGLE 2•'x70" P.T. 1 5/9"000" HOT DIPPED SOLID BL CKING. FASTEN TO EACH 2 LVL EDGE BEAM. FASTEN TO ' x10" HOT DIPPED DESIGN LIVE LOAD = 40 PSF INTO FACES OF LEDGER AMD GALVANIZED ANCHOR PREENGI EERED FLOOR TRUSS w/ EACH P REENGINEERED FLOOR GALVANIZED ANCHOR 6-16d NAILS INTO TRUSS] I' SYP No LEDGER w/ -1 1 , 8" CMU BOLTS ® 16" O.C., 2-16tl C MMON WIRE NAILS TOE- -1 TRUSS / 2 ROWS 19.d COMMON BOLTS ® 16 ' O.C., SINGLE 2"x10" P.T, iP FLORIDA PRODUCT 1 '/"0x8" HOT DIPPED WALL BELOW STAGGERED NAILS, TOP AND BOTTOM, EACH END ARE NAILS ® 3" 0 STAGGERED SYP No.2 LEDGER w/ 17 �� •�+ �� J GALVANIZED ANCHOR I i ( 1 - - _ t - ' s 6"x1Y P.T. SVP No.2 APPROVAL X10447.22 I 6 ' , ',. BOLTS ® 16" O.0., \ P- - -,- ' ti I"0x8" HOT DIPPED r { < DECK BEAM. FASTEN hp T1A422 �+ j �! II' 4 STAGGERED / \ rr ." / 1pc SIMPSON _, GALVANIZED ANCHOR CEDAR SHAKE SIDING 1. 8 4"x4" P.T. SYP No.2 LTT20B (TYPICAL) ) BOLTS ® 16'• O.C.. CANTILEVERED CONCRFETE r� f u. rypp COMPOSITE STRUCTURAL T ,,. ' c: -1 STAGGERED BEAMS w/ PC SIMPSDN 8" CMU WALL w/ I11l ; � SUPPORT BRACKET. "� '+I HUC612 STAINLESS STIIEEL { * { L ,aU \ ' ,o� \ ' 1pc SIMPSON -- --- FLANGE HANGER 1 ROW 10tl COMMON WIRE 1- F.,' CONCEALED y5 VERTICAL xD 40" O.C. , 7 6' x12" P.T. SYP Not 11 LTT20B (TYPICAL) NAILS ® 4" O.C. (CENTER IN CELL). GROUT 1 DECK BEAMS. r -: --- '- - - -- -- --____ N QED CELL SOLID w/ 3000 Psi + H� - u -- - - e-� - -- %" STURDI-FLOOR SUB FLOOR PLYWOOD a CONCRETE GROUT SYP 140.2v " „ OO¢ o j F ° TRUSSES E O.C. EDGES COMMON WIRE NAILS AILS of u 1 IM ON U 1 SI PS N `o < 3 LEDGERDEL w/ V/X"16EDOMNSHOR 9 . m 2 pJ Tq E AL BE W T 4 A US BL os a SS HAI V C + po - T1 NG ( PI L) ER IC I o r z D, o 1 5 TEN 42 6 YS M h S) TEA 42 o: ® a ( ',n DIPPED GAL AN Z < --- - ° BOLTS, WASHERS, AND HEX NUTS 4 ` ® 16" O.C., STAGGERED E A I i¢ ® 0 P _-EGIN RE FL OR RE EN EE EO LO P -,E GIN RE FL OR H -• P' z US S 19 9 19. 18' TR SE ® .2' O.0 19. ` US S 19 mya A F (•- , _ B"x16" CMU OPEN BOTTOM 0 ,II Boz 1 o a _ . _. LINTEL Bs TOP AND i-p5 � a < 9 4 4 9 B" MU BOTTOM, CONTINUOUS dQo I WA B OW }+ 16" SYSTEM 42 PRE-EINGINEERED SINGLE ' ED P.T. --- " i SYP No.2 LEDGER w/ FLOOR TRUSS ® 19.2" O.C. PAINTED THIN BRICK VENEER Z ( - / 6x8' OT DIPPED 1pc SIMPSON THA422 1 ' 1+ III SINGLE 3"x8" PS. - '" AS PER ARCHITECTURAL I 4 SYP No.2 LEDGER s V �` GALVANIZ D THREADED ADJUSTABLE TRUSS HANGER, PLANS AND SECTIONS P 1 { SINGLE 20x10" P.T. - \� " '.� STUDS ® 16" O.C., FASTEN w/ 6-16d COMMON WIRE m I'_ �,• . + SYP No.2 LEDGER w/ B p"x T _ J211 STAGGER D. DRILL 6" NAILS INTO TRUSS AND 20-10d . .. %'Ox8" HOT DIPPED No. LE E -` �� ' AND EPO Y INTO 8" CMU. COMMON WIRE NAILS INTO LEDGER p Q GALVANIZED ANCHOR " L 10 P. ' u - S STAGGERED f ( _- -. .. I 0x1 PE . , IH BOLTS ® 1s" oc . 2 5 sc Lv rzE AN Ho a vE zz 0 rA E - ooF FLOOR LEDGER PERPENDICULAR < a g '• oL a 16^ .c. \ _ ° < 1 w / FLOOR TRUSSES y I S a -t ac RETRIO S Nc U `` ' 4pcs 1.25"x16 0" F ji 2 to' x ww.SOLID BLOCKING AT - ( 1 'J 1 T5 aao I e (2)2 to _I z IP t TIMBERSTRANO ESL j SPIRAL STAIR BEARING -' `' a ruoox H le ) I a - a { I LOCATION 4" YP 0 6") , I x x < 16" DEEP SYSTEM 42 %" STURDI-FLOOR SUB FLOOR PLYWOOD C D LO IN pc IMP ON 1 I < oo PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD �52222 � 9 ev . z/ ON L nNs FB o < FLOOR TRUSSES TRUSSES W 10d COMMON WIRE NAILS 8 H S 4 F CE I 4pcs 1.25"x16.0" ( ty z „ TIMBERSTRAND LEE 55WIN OU H NG M IN AN ER N ^i " ® 19,2" O.C. ® 4" 0 C. EDGE AND ® 6" O.C. FIELD SOLID BLOCKING AT e 4 L CA NS -- �I i pI SINGLE x8' PIT. _ EL. +29.67'+29.67' NAVD W ',• r 4"x4" POST BEARING 6" YS M 'i \ 3 F 1 S TE 42 IN tii 1 S RI 11- ;SI 6X8"No,2 OTO DIPPED LOCATION/ a TOP OF F TRU.,SIS I { + Y LOCATON PR EN NE ED L 1 W{ gl (Q� ` �` acxroN P GIN RE FL OR ALVANIZ D THREADED n " TR SS ® 9.2 O. 15" 4' dry' g"'x 1 US 5 19 H US 1 F E yl 5TUDS ® 16 O.C., LATERAL TBRA61NG 2 1 I III -17 3= 6^ L : M UN A E I STAGGER D. DRILL 6" ® 48 • D.C., FASTEN Z ° AND EPO Y INTO 8" CMU. 111 8" CMU _ w 2-10d COMMON WIRE - - - - 2 2"x4" SYP No.2 TOP WALL BELOW71 � JLL r.a em - -- _w _ _ TRUSS AT FLOOR __--------------------- _ __ ____ ___ __ _ - 2 ROWS j SINGLE 3"x8" P.T. SYP No.2 LEDGER . I STP 1y� 6"x12" PT SVP No.2 PLATE SPLICE TOGETHER w/ LL { r •., II s „ � w/ % 6x8' HOT DIPPED GALVANIZED + ,i = .1 ItHa 1pc SIMPSON BLE 4 DECK BEAM FASTEN h0 10d COMMON WIRE 1 c SIMPSON H2.SA CLIP p, THREADED STUDS ® 16" O.G. " 1I m -11 LU TRUSSZHANGERAD TATYPICAL) . _ " BEAMSCANTILW/ �pc SIMPSDN II D CONCRELTE ATHR®DED ROD I' FROM EACH FLOOR TRUSS JIZ d I + 11 mI 9 1 ( 1 4' x8" P.T. SYP N0 2 TO DOUBLE TOP PLATE ; 1_, i.. I � : DRILL 6^ AND EPDXY INTO 8" CMU. 4"xe" P.T. YP NO 1, r1 , ryy+!;I DECK JOISTS ® 18 O.C. HUC612 STAINLESS STEEL UPLIFT CONNECTOR III FRAME INTERIOR BEARING WALL � J AND AT POST LOCATIONS CONCEALED FLANGE HVgNGER W 6"x12" P.T. SYP No.2 PECK J01 ® 16" 0 E i, k , ' __I. �`" ROD, 3"x3"x'/." PLATE w/ 2"x4" SPF N0.2 STUDS J {� E DECK BEAM. AND AT ST LOCATIp S -'" _1____ -... - ---- WASHER AND HE NUT ® 12" O.C., SEE PLAN W 8"xe" CONCRETE EDGE _ 4"x4" P.T. SYP No 2 COMPOSITE 4 BEAM w/ 2 #5 BOTTOM, Z NOTE: GOND LEVEL FLOOR TRUSSES ` SIRUCTMRAL SUPPORT BRACKET 4 CONTINUOUS p1 iFI (3 LOCATIONS) WATERPROOFING AND SE F 0 0 { ; .. i �� _ _ - _ c•, _ FEAsnwc DESIGNED AT INTERIOR BEARING WALL Nj _ .i 1 __ � .. -- - BY OTHERS e W O i [ - 2 SECTION �' LL FROWS LICE ALL MULTI-PLY F OOR SYSTF�M D SFS. 1> A�S FRAMING NOTE: GENERAL BRACE BOTTOM CHORDS OF I � I' l x I . TOGETHER w/ 4 CONTRACTOR TO COORDINATE PRE-ENGINEERED FLOOR TRUSSES a -1 SCALE: 3/4" = 1'-0" COMMON WIRE NAILS DESIGN DEAD LOAD = 20 PSE LOCATION OF FRAMING MEMBERS w/ 1"x4" SYP No.2 LATERAL.. EACH LAVER DESIGN LIVE LOAD = 40 PSF AND HVAC DUCT WORK BASED BRACES ® 48" O.C. FASTEN w/ V ON ELECTRICAL FIXTURE 2pcs 10d COMMON WIRE NAILS AT yy-� LOCATIONS. EACH TRUSS INTERSTECTON 11 { NOTE: SPLICE ALL MULTI-PLY s/x" STURDI-FLOOR SUB FLOOR PLYWOOD UPPER 2"x4" INTERIOR MICROLAM LVL FLOOR SHEATHING. GLUE AND FASTEN TO WOOD WALL ALIGNED w/ LOWER III f BEAMS/HEADERS TOGETHER w/ SECOND LEVEL FLOOR FRAMING PLAN TRUSSES W/ 10d COMMON WIRE NAILS 2"x6" INTERIOR WALL III 6 ROWS 16d COMMON WIRE Lii22a ® 4" O.G EDGE AND ® 6" O.C. FIELD NAILS ® 12^ O.C., EACH LAYER SCALE: 1/4" = 1'-0" INDICATES 2.0E MICROLAM LVL a 2 ROWS 12d COMMION WIRE - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 16" SYSTEM 42 FB FLOOR BEAM, SIZE PER PLAN EL. +29.67' NAVI ^ NAILS ® 16" O.C. - -_ PRE-ENGINEERED FLOOR TRUSSES ® 19.2" O.C., U.N.O. INDICATES TOP OF INTERIOR HEADER ° v i NOTE: CONTRACTOR SHALL INSTALL TEMPORARY - ALL DECK JOISTS SHALL BE 4"x8" P.T. SYP NO.2 SCROLLED (+0") "BM-5" CONCRETE BEAM w/ hOP OF a OPEN FOR Q Y SHORING/RESHORING, AS REQUIRED, TO SUPPORT THE END DECK JOISTS. BEAM FLUSH w/ FLOOR 1RU55 2- 5 TOP, 2-{�5 MIDDLE, n < STAIR 2 G ` 1 AND � BOTTOM w/ a (; PREENGINEERED TIMBER FLOOR TRUSSES, CONVENTIONAL - ALL FLOOR BEAMS SHALL BE F.OE MICROLAM LVL BEAMS AS (_16.) INDICATES TOP OF INTERIOR HEADER3 STIRRUPS ® 10" O.G Wa TIMBER FLOOR JOISTS, AND MICROLAM LVL FLOOR BEAMS MANUFACTURED BY TRUE JOIST M6cMILLAN OR EQUAL BEAM 16" BELOW TOP OF FLOOR TRUSS G I + 42 INDICATES 2"x4"/2"x6"/2"xB"/2"x10" INTERIOR <' f -- PRE-ENGINEERED FLOOR W m u r , PRIOR TO INSTALLING THE 8" CMU WALLS ABOVE 5� IY BEARING WALL o INDICATES tpc SIMPSON LTT20B J Q p 1"x4" SYP No.2 LATERAL TRUSSES ALIGNED W/ �I 16" DEEP SYSTEM 42 °�' STURDI-FLOOR SUB FLOOR PLYWOOD =__= INDICATES INTERIOR iEADER BEAM 'y BRACES ® 48 0 C INTERIOR STAIR WALL I= _. PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD 16" DEEP SYSTEM 42 °/x" STURDI FLOOR SUB FLOOR PLYWOOD • a FRAME INTERIOR BEARING �< J FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE NAILS _, WALL w/ 2"x6• SPF NO2 J ` PRE-ENGINEERED SHEATHING GLUE AND FASTEN TO WOOD ,^ ® 192" 0 C ® 4" O.C. EDGE AND ® 8" O.C. FIELD FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE NAILS Q+ W STUDS ® 16 O.C. EL +29.67' NAVD ® 19 2" O.C. ® 4" O.C. EDGE AND ® 8" O.C. FIELD m S TOP of TRuss 2ply 1.75"x16.0^ 2.OE SECOND LEVEL FLOOR TRUSSES AT STAIR OPEI�JING " EL. +29.67 NAVE MICROLAM LVL FLUSH FLOOR 1"x4" P.T. SY1p No.2 < TOPS BEAM. SPLICE TOGETHER 4 SECTION LATERAL SPACING \ w/ 6 ROWS 16E COMMON WIRE 11 = ® 48" O.C., PASTEN "1 a OPEN FOR -1 SCALE: 3/4" = 1'-0" mxsnre CCK I < NAILS ® 12' O.C., EACH LAYER? c SIMPSON HGU5414 � ' 6Fa®ar NAILS AT EACHFLOOR STAIR 'Y 1 ' 1pc SIMPSON H2.SA MUSS INTERSECTION (2)1 .75 x16.0 1 .9E MICROLAM FACE MOUNT HANGER., 1 (2) 2"x10" SVP Not DR CLIP FROM EACH LVL FLUSH FLOOR BEAM g➢G PePo.XTHM1111 (3) 2"x10" SYP No.2 INTERIOR FLOOR TRUSS TO o 1 C SIMPSON THA422 FASTEN w/ 10-16tl COMMON I$ p WIRE NAILS INTO BEAM AND I HEADER BEAM AS PER PLAN HEADER BEAM 1"x4" P.T. SYP No ADJUSTABLE TRUS6 HANGER r 11dr � l l III 6 , ' I 20pcs '/"6x2%x" TAPCONS INTO zx.lwumoPFwrmmffxCovP,swcswm,+x seams x®Xm+sPas LATERAL BRACING msxuxm ' SECOND LEVEL FLOOR TRUSSES ® 48" O.C., FASTEN SECOND LEVEL FLOOR TRUSSES A;T SIDE OF 8"x26" CONCRETE BEAM PTIRIxIPo�x�I�+m.m,o,P�x.WXlxxlxxn£�a. E11� Y J'. � I. i (' n (, I' NOTE: SPLICE ALL MULTI-PLY AT INTERIOR HEADER BEAM w/ AILS COMMON WORE FLUSH FLOOR BEAM AT STAIR OPEC FLUSH FLOOR BEAM TO 8" CMU LINTEL BEA MI CONNECTION � xaHrnxowxcEmalsnxas+smrrx+Focxor®xa�caxou+c,: lortrmll w11MiCIpNxM+WA9f lIIl NIXIMW C®xf11CILifGPWLLWmx : 2"ROW HEADERS TOGETHER w/ o NAILS S EACH FLOOR MAIImsmwn+mIINDON1mum 1lxxxmiansAssorzxr°x = � � t�s l � xws No (I 4 ROWS 12d COMMON HARE 4 SECTION TRUSS INTERSECTION 5 SECTION 6 DETAIL wmlAxPmxaxxcwtx sPffaaPlawx r 6 f if 1 NAJLS ® 12" O.C., EACH LAYER y _ s svrviEme,wom.,naxolHVExEv,eazclmum>HXXueE - cxxl@1nW+�+u xA w = 1'-0" xmaaasimmomsoma axosr�6ulmxexnacmxx¢ wmJnxo crvxus -1 SCALE: �" S= 1 (. LL i -1 SCALE: 3/4" = 1'-0" -1 SCALE: 3/4" = 1 -0 + I wm,mcmiea:,wswwwxoaPainPm rmxnurxa rro xx x�ayzy aP omsxanlusurcrxpmoaxxrmez '1L1°man WNm x] RPF.xx6] x V11 1 � ,1 I �'�, �, 3 �� . f 1 1 1 e r roaldr; YlAtilt if Ill "IrI )1 A 1 ) f d �I [' r - "0 ALL THREAD UPLIFT '/z COX PLYWOOD WALL Na• I; CONNECTOR ROD SYSTEM EACH II SHEATHING FASTENED BE 1 �' 9 a� END OF SHEARWALL SEGMENT Btl COMMON WIRE NAILS •( 4 AND ® 48" O.C. SEE LAYOUT D.C. DGES AND 6" D.C. iP hi 11 ON SHEETS 9 r 6' O.C. FIELD. EXTEND 1 I. % STURDI FLOOR SUB TOYBOTTOM OF 2"l PLATE t 2 1 FLOOR PLYWOOD SHEATHING. T 1F1 _1 GLUE AND FASTEN TO WOOD 2'xSPF 6" D Id III 1 _1 _ �.� JB TRUWIRE NAILS O 04M DOC STUDS % 1B' O.C. 3 __ EDGE AND 6" O.C. FIELD AND COUPLERA NUTTE yASHER T _ e cr _ mxm p. fti 1F RI' - I 2 BOTTOM PLATrl �F . r -. 1P SI PS 1 2 'x4" SVP No.242 A US CONTINUOUSM 'ZSS A ER I DECK SYSTEM DESIGN LOADS: COUPLER NUT 2� � 14 B 42 M 2 n DESIGN DEAD LOAD = 20 PSF --P -E IN kE FL R P RE FL R __ -IFOREROOF FRAMIING� - .o § .. 19 US 5 )9. 0 / 8" / f 19. 0 "* 2• xS" P.T. SYP ; ---- TO WITHIN 3" OF TOP f 1 f SHEET S 14 " 1 1 ° DESIGN LIVE LOAD 40 PSF r EXTEND 5 VERTICAL S P, EE id { 0" TOP PLATE W ( 2� IIII 9. 3, .f -- 3'� 3` • 2Vr' t i OF 8" CMU WALL I ---; m / /: 0' HOT DIPPED o p ` " GALVANIZED ANCHOR BOLTS w/ CEDAR SHAKE SIDING fC • ."„ 1f € - - • 7k2"'y'/ " PLATE WASHER 0 24 0 C I AS PER ARCHITECTURAL 1pc SIMPSON HGUS550/14 : IIII 8" MU ° PLANS AND SECTIONS K ; I FACE MOUNT HANGER. FASTEN 8"x16" CJMU OPEN BOTTOM UNTEL BLOCK w/ 22 166 COMMON W1RE " "' v , T tr A B OW la TIE BEAM W/ 2-NS TOP AND 1 8'5 P i N S INTO BEAM AND B 3tCOMMON WIRE - XrsP 1.25"x14.0' BOTTOM, CONTINUOUS 5 111 {' �I ipc SIMPSON HGU54/14 J NAIL$ IN HEADER BEAM rU� "' TIMBERSTRAND LSL_FACE MOUNT HANGER. FASTEN � s EDGE BEAMTYPICAL THREADED ROD CONNECTION AT tI c ! w 20 cs /. ax2 /. WHW jjI� .USH Boo9 OEul _ = xrsz. _ Pw nrsTHIRD LEVEL WALL�FLOOR TRANSITIONf II / a a � ( )175 14 O LIKE uICXIYAM lYt OPEN �` (�TAND 22INTO 8" CMU WALL SECTION hI AND 22-16d COMMON WIRE �_NAILS INTO BEAM BALCONY Q STEP IN 8" CMU WALL " ' LO R 015 12 III ' ;+ + 1Pc IM ON tpro IM ON �' -1 SCALE 3/4" = 1-Om Y }} ® 6' 0. '•- '^ m FIS DJ TA E THI 22 DJ TA E j 'I" COX PLYWOOD WALL R ( TR 5 NO I L TR2U S NO ( PI L) a SHEATHING FASTENED w/ Bid E$ E a ( ) /"0 ALL UPLIFT @ 6 } 1pc SIMPSON LUS28 2 . . E o "' CONNECTOR ROD SYSTEM AT EACH 1 m2 a t sF } LL FACE MOUNT HANGER, V _ 117 C ENO OF SHEARWALL SEGMENT COMMON WIRE NAILS ® 3" O.C. 8 r3 • F; '' EACH ENO _ __ _ III EDGES AND 6. O.C. FIELD V IF I T);' to 2 Fx _ (� saoax eEwu . a o M L rsxa a"-. F _ ___ ___, -_ ter- AND 0 48" O.C. SEE LAYOUT *i p `;• 1Pc SIMPSON LUS28 ... - (z)L:zs x 3'bE" +o ) S )t 5'x s' 1 E '... U } I STUDS ® 16 OC y a uldi¢uM Est Hnv 2 ON SHEET S-9 if Z `I FACE MOUNT HANGER, 1 1 Nlcxoux LVL s Ew a e u AL BE W EACH END 3 Rusn Roox ¢EAM 2� 5-. (+0 8 1 3/.Pp STURDI-FLOOR SUB 3"x3"x'/' PLATE WASHER K xIK L' 4 _1 FB-7 a -1 - - B_ 1 FLOOR PLYWOOD SHEATHING fAND COUPLER NUT @ y > J pl { 4"x4" P.T. l No2 . . 2. III mm F• " .. I GLUE AND FASTEN TO WOOD 8§ W I:, r POST BELOW w/ IPC x' -I _ 'p7 ;� NOTE: TRUSSES W/ 10d COMMON (1)2"x6" SYP No.2 w/ 28- 4 COMMON 3 III i f v - II ppp WIRE NAILS 0 4" O.C. W 1 POST FACE MOU GE f n w �\ I 8" Mtl " WATERPROOFING AND BOTTOM PLATE C I17 I SIMPSON AC4�NE NAILS , 17 r ' - - $ ---. W L E LO 14 YS M 2 114-' 4 YS M 2 FLASHING DESIGNED < p 1 c SI ON HH 48 EDGE AND 6" O.C. FIELD ppI P v - III ._ - = r BY OTHERS n - A EL. +41.00• NAVA { \MOUNT HANGER, PR EN INE ED C R PIR S INE ED LO Ii TOP OF TRUSS } 2 ROWS 12d COMMON 11 - n - - ___ __ .. ___ - _ - _ __ _ I� WIRE NAILS ® 8" O.C. f F -1J 1 IMPSON LU528 2 5• - a .,,i 6" T 55 ® 9. 0. 1T SS ® 9 0 8� OIL t, DBL 2"x10" P T. Z UL 6 1L_ a _ _J '�- -_ , i SYP No.2 LEDGER w/ - �_ __ ___ s f 14" SYSTEM 42 PREENGINEERED 2"x8" P.T. SYP I TOP PLATE 4Q. )1 __ L -- -I -- --- - -- -- - rax- wldrtrz enw mw --" /a'sx10" HOT DIPPED r -1 FLOOR TRUSS ® 19.2" O.0 i. SINGLE 2"x8" P.T. SYP Nn2 LEDGER w/ tpc SIMPSON HG'S&50/14 GALVANIZED ANCHOR GALVANIZED x 10" HOT DIPPED } ipc ADJUSTABLE BOLTS 016" O.C., 1"x4" P.T. SYP No.2 LATERAL I GALVANIZED ANCHOR BOLTS w/ Q 1 %a"0x8" HOT DIPPED GALVANIZED ANCHOR FACE MOUNT HANGER, FASTEN THA422 ADJUSTABLE Z T BOLTS 0 12" O.C., STAGGERED w/ 20pcs 1/4"1 Fil TAPCONS STAGGERED ®RACING ® 48' O.C., FASTEN w/ 2"x2"x'/" PLATE WASHER ® 24" O.C. TRUSS HANGER (TYPICAL) 2-10tl COMMON WIRE NAILS AT EACH J y� (3pca MINIMUM) INTO 8' CMU WALL AND 2a-16d W COMMON WIRE NAILS INTO BEAM FLOOR TRUSS INTERSECTION 8'x16" CMU OPEN BOTTOM LINTEL ( '�I 11� . i i NOTE: SPLICE ALL MULTI-PLV P100ft wYSTEM DESIGN LOADS: [AoN AMING NOTE: GENERAL BRA`tCE BOTTOM CHORDS OF BLOCK TIE BEAM W/ 2-/U TOP AND �j !I III I NTRACTOR TO COORDINATE PRE-ENGINEERED FLOOR TRUSSES 1 >�5 BOTTOM, CONTINUOUS J LL L HEADERS TOGETHER w/ 4 J I1 • ROWS 12d COMMON WIRE NAILS DESIGN DEAD LOAD = 20 PSF CATION OF FRAMING MEMBERS w/ 1"x4" SYP No.2 LATERAL PARTIAL WALL SECTION PARALLEL 0 It J - 0 12" O.C., EACH LAYER DESIGN LIVE LOAD = 40 PSF D HVAC DUCT WORK BASED SPACES 0 48" O.C. FASTEN Or Q it f ELECTRICAL FIXTURE 2Pc4 10d COMMON WIRE NAILS AT W / THIRD LEVEL FLOOR TRUSSESICATIONS EACH TRUSS INTERSTECTION = Qj NOTE: SPLICE ALL MULTI-PLY 2 SECTION F U. j F MICROLAM LVL FLOOR ) THA422 Y + F BEAMS/HEADERS TOGETHER w/ THIRD LEVEL FLOOR FRAMING PLAN -13 SCALE: 3/4" = 1'-0" 1 5 ROWS 16d COMMON WIRE 1.- SIMPSON THA422 ADJUSTABLE SCALE: 1/4' - 0" INDICATES 1.9E MICROLAM LVL III GId NAILS ® 12" O.C., EACH LAYER FB TRUSS HANGER, FASTEN w °/i'• STURDI-FLOOR SUB FLOOR PLYW00© ALL MAIN HOUSE FLOOR TRUSSES SHALL. BE 14" SYSTEM 42 I� FLOOR ®EAM, SIZE PER PLAN / 4-1 Od NAILS INTO TOP OF SHEATHING. GLUE AND FASTEN TO WOOD` I '{f PRE-ENGINEERED FLOOR TRUSSES 0192 D.C., U.N.O. INDICATES TOP OF INTERIOR HEADER LEDGER AND 16-1Od NAILS 3ply 1.75"x14.0' 1.9E TRUSSES W 1Od COMMON WIRE NAILS dl yy 1 NOTE: CONTRACTOR SHALL INSTALL TEMPORARY - ALL LOFT JOISTS SHALL BE 2"x B" SYP NO.2 ® 16" O.G. (+0") MICROLAM LVL FLOOR BEAM / 3 SHORING ESHORING, AS REQUIRED, TO SUPPORT THE - ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS BEAM FLUSH w/ FLOOR TRUSS INTO FACES OF LEDGER AND ® 4' 0 C EDGES AND 6' O.C. FIELD r /ft 6-16d NAILS INTO TRUSS , •, t r 1 PREENGINEERED TIMBER FLOOR TRUSSES, CONVENTIONAL MANUFACTURED BY TRUS JOIST MaCMILLAN OR EQUAL (_ ) FLORIDA PRODUCT 1 c SIMPSON MGT. FASTEN 11 9 TIMBER FLOOR JOISTS, AND MICROLAM LVL FLOOR BEAMS 14" INDICATLES TOP OF INTERIOR HEADER w/ 22-10d COMMON MORE f{ ) t t INDICATES 2"x4'/2"x6" 2 8 2 10" INTERIOR BEAM 1 &" BELOW TOP OF FLOOR TRUSS APPROVAL #10447.22 PRIOR TO INSTALLING THE 8" CMU WALLS ABOVE BEARING WALL / "x "/ "x NAILS AND �e"It HOT . . " INDICATE '/" COX PLYWOOD DIPPED GALVANIZED S INDICATES INTERIOR HEADER BEAM �(� CEILING DIAPHRAGM ANCHOR BOLT _I IIII III a 2"x8" P.T. SYP No.2 ( TOP PLATE ; G III I� 8"x16•' CMU OPEN BOTTOM MGT IY culj a UNTEL BLOCK TIE BEAM m t1 1I 1 3 +1{ 1 W 2- 5 TOP AND 1 - 5 woLL t / N iW NOTE. SPLICE 14"d MULTI-PLV I 14" DEEP SYSTEM 42 %" STURDI-FLOOR SUB FLOOR PL-YWOOD 14" DEEP SYSTEM 42 a/" STURDI-FLOOR SUB FLOOR PLYWOOD BOTTOM, CONTINUOUS MICROLAM LVL FLOOR HEADER I '. 1 f 14" DEEP SYSTEM 42 %." STUR01-FLOOR SUB FLOOR PLYWOOD PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD PRE-ENGINEERED SHEATHING. CLUE AND FASTEN TO WOOD -� PRE-ENGINEERED SHEATHING. GLUE AND FASTEN TO WOOD 8" CMU WALL w/ BEAMS TOGETHER w/ 5 ROWS z 1 ) }!r FLOOR TRUSSES TRUSSES W/ 1Od COMMON WIRE NAILS FLOOR TRUSSES TRUSSES W/ IDd COMMON WIRE NAILS 1- 16tl COMMON WIRE NAILS i f FLOOR TRUSSES TRUSSES W/ 10d COMMON WIRE NAILS 019,2" O.C. ® 4" O.C. EDGE AND 0 6" O.C. FIELD 0 192" 0C 0 4" O.C. EDGE AND 0 6" O.C. FIELD S VERTICAL ® 40" O.C. III ki 1 { ® 12" O.C., EACH LAYER II `1 r k 1 Fkl ® 19.2" D.C. ® 4 C.C. EDGE AND ® fi" O.C. FIELD (CENTER IN CELL FlLL j p F hEL +41.00' NAVD h EL.P +41.00' NAVD A CELL SOONCRETE GROUT LID Fill 3000 pill W 00 •• . ........... EL. +41.00' Ill TOP 0 a TO OF TR SS n TOP OF TRUS$ m z 1"x4" P T SYP No.2 ^ OPEN FOR N THIRD LEVEL FLOOR BEAM SUPPORT 1 ry LATERAL BRACING a ' I STAIR _i AND MASONRY WALL CONNECTION t ® 48' O.C., FASTEN l{iJ j • -- --- w/ 2-10d COMMON WIRE LA FLUSH F 1.9E MICROLAM f SECTION CCK 1 SII F ;- CLI SIMPSON H2.5A NAILS AT EACH FLOOR LVL FLUSH FLOOR BEAM ipc SIMPSON THA422 (2)1.75 'x9.25. 1.9E MICROLAM 3 SECTION a¢xmar: 2•'x10" SYP NTE OR CLIP FROM EACH TRUSS INTERSECTION 1"x4" P.T. SYP No.2 1pc SIMPSON THA422 ADJUSTABLE TRUSS HANGER LVL FLUSH FLOOR BEAM -1 SCALE: 3/4" = 1•-0" ( (3) 2"x10" SYP No.2 INTERIOR FLOOR TRUSS TO ADJUSTABLE TRUSS HANGER k ( HEADER BEAM AS PER PLAN HEADER BEAM LATERAL BRACING PERMrtINRItlt 0 48" O.C., FASTEN xua: 1N•_pp ((( I 3 _ THIRD LEVEL FLOOR TRUSSES w/ 2-10d COMMON WIFE THIRD LEVEL FLOOR TRUSSES AT THIRD LEVEL FLOOR TRUSSES AT r ,LaE,,.W,,yrEOExcxnmfflxcawsvw�wlln,nEauw¢.roa Pioxo�EEa: .n°xuM£.x NAILS AT EACH FLOOR E11J65 "� NOTE: SPLICE ALL MULTI-PLY AT INTERIOR HEADER BEAM TRUSS INTERSECTION FLUSH FLOOR BEAM AT STAIR OPENING FLUSH FLOOR BEAM AT DINING ROOM OPENING ®*,v<awlx�,BX�Exrr ,.w.wemA,NEwPE 0 2"x10 HEADERS TOGETHER w/ (2) SECTION 5 SECTION 1 4 ROWS 12d COMMON PARE /�5�� x �xwwxxxlxanExanwerarExEAaxEEIfIKIExxntti19v1(f 16R11At1 NAILS S 12 ' O.C., EACH LAYER N ' SECTION xmlacrlw,a!ra;..erf rmwlxuaworawxwuexnxlEnlxn f. M'x O1XEA 81RWlx✓ETrp YAMafNP1NEMX0IdL®A99JGRlFD fP xYG x1 SCALE: 3/4" = 1'-0" H25A -13 SCALE: 3/4' = 1•-0" -1 SCALE: 3/4" = l'-0" xm Axx0.w M9CxA¢WEE°ofIx IPH as b seaulaxeme,wxu.•nowwsiafFx®rLr®uorxmwE clmismPM•t - 5-1322 xwxaurE¢xmraoalaaxoermxcnnoxax.lo_vlw•a mwlmx¢aLxcxAl ExoN®+ :II wlmacnwacrrlewxxlx oamlowsrmwEaxmwxxR�oxa rc pl wy 4:iii, . 1FF RPF. 1 ! � � All ,IMY PI y�i t.ji I ' J w.." .r,. 11 f ew _ 2pcs LAM ALM- R 1.9E r A�fll� "kk MICROLAM LVL RIDGE BEAM w 7x10' SPP NO.2 RAFTERS ® 16" O.C. 2"x10" SYP NO.2 RAFTERS ® 16 ' O.C. AS PER ROOF FRAMING PLAN +lt it + , n w/ Yx8" SW N0.2 CEILING JOISTS ® i6" O.C. w/ 2"x6" SYP N0.2 COLLAR TIES ® 16" O.C. 3pcs SIMPSON HTS24 f 2 3pcs 2'x6' SPF No.2 , TWISTED STRAPS C e 1 BALLOON FRAMED 2'x6" SYP N0.2 -1 STUDS AS KING POST yx6" SYP NO.2 --2"x8" ALL SOLID BLOCKING, So 11 BLOCKING _ 3pcs 2"x6" SPF No 2 (2) 2x6 ' SVP No.2 l ROD FRAMING STUDS AS KING POST TOP PLATE + 6 AT CORNER HIP_ _ _ (TYPICAL) (TYPICAL); SUPPORTING RIDGE I �, I B d ,pc SIMPSON MGT + �N9 r; T - -- BEAM AT BEARING 0 v- -- - - f - - ----. (2)2"x6 SYP N0.2 1 m EWE 3 as 7x4" N 2' WASHER {� BELOW I - -- +P• _ / ([DOUBLE TOP PLATE __ �8" CMU WALL q n� alnc �. y 'o. ",� !ri219 3"xAND H PLATE 2"xL SPF Wo.2 ® � A _ - rc -w pAND EX NUT BALLOON FRAMED B; � I IY 0 ED ROD 4,�oAR Mr _- pww \ SEED IL 5/ 1 /e PAN@HORD SYSTEM o ( i. 1 ym4H A EY 0 s STUDS ® 1B O.C. I " a o 1 tx lysr ,p - ) 2"x6" SAF N0.2 z LLz p T T1P CA s -.. BALLOON FRAMED BALLOON (FRAMED .. o a lam 5 D T"� STUDS ® ti 6" O.C. 2pcs 2"x6 SPF No.2 3pcs P a s tt � P F N0, b ' e + ) Te> FRAMINGALL n w JACK STUDS SUPPORTING wysy 2"x6" SYP NO 2 -- v z d SOLID BLOCKIN0 3 a z 10 SPACES BA K - ' V• O2"x10" ROOF HEADER m 0. t r ( ) - T c• Lc xE - y - o'- Lc INE U BEAM EACH SIDE �, m m 8 CMU WALL TYPIO en -- 0 3pcs SIMPSON HTS24 �' D N' ( BELOW < p "x4 F 2 ....... `w n h 4 L T � . TWSTED STRAPS # iI" IJ �`m •\ ; 3pcs 2 x .. 3 s -_14 2"x6" SYP No.2 5TUU5 S -- S OS A( AIL L - Z� z No` - - 2"x6" TI NO 2 00 a "\\\ '' COLLAR TES �I e ® ROO"x10" SYP N0.2 / SPF N 2 _ F F HEADER BEAM p _ - n 9 0' LG HE ' (TYPICAL) ® W L 27o wm 3pcs 2'x6 FULL HT. STUDS EACH 1pc SIMPSON MSTA24 STRAP z a:_. 1 . ;i.{ '\ VERFRAME w n - _. - - - _ F 2pcs 2"x6" SPF No.2 JAY } I }i - N" `t' 3p 2"x8 SPF 0. SPF N0 2 0. 0. EACH SIDE OF HEADER TO \ RAFTERS ® 24 O.C.OCKING POT I _ _ _ _ J x i Ips STD 05 , y @ STUDS AS � g SIDE OF (3)2"x10" CREATE A CONTINUOUS LOAD _V s x a.5• m.e is - I '" KING POST o ROW HEADER PATH TO 8" CMU WALLBELOW AV T r� ( : ( (T �, (TYPICAL EACH SIDE) ° PIC i 0 a /F 2"xi WA L aM13iM v p w +i + . ti ` '- +- I{ ' RAMI G a ' Ron z z MSTA24 HTS24 " cs t n '� aL AN - e c• c xE ` w - I 17 v „ Ai ME w - ,J g {�.. E ,r 1 ' ----(az , ;.� NOTE: SPLICE ALL MULTI-PLY IS y o' er �7 - x HEADERS TOGETHER w/ 4 e� d 3 I! n Irc 0 W W N < '"'kT*" =_ •• Y .., � NN ROWS 12d COMMON WIRE NAILS woos --. ® 12" O.C., EACH LAYER 1 ~ a,x ,2 T H s� -' 6 s _. _ a c a 'O > 3P s02 x4 SP N ,2 2"x6 SYP NO 2 SILL PLATE oil n ,�nn III w 0 SOLID BLOCKING V a 12 SPACES BACK zoz } , 47 Qa �-' 2'xt W C _ _ sp T FI AAL Er TWISTED STRAPS FROM RIDGE BEAM TO m z - (TYPICAL) GABLE END KING POST TO SUPPORT HEADER e " '- ( _ BEAM AND 8" CMU WALL BELOW d I N � � 1 m mI l n w 1 : �;� 2 I ; -01 - , � a w � I � d� I DETAIL I Vm .xI x B ' CMU ALL 32 ,G• 1 - xrnc -1 SCALE: N.T.S. a R t" 1: BELOW ^ If T - L L 1N 14ovweuom� 3I + Y y t t .. ' . __ 5�__ r _ __ 2pcs 1 75"x16.0" 1.9E I" _ 3pcs 2 'x6 PF NO.2 2"x6 SYP NQ2 MICROLAM LVL RIDGE BEAM Ir STUDS A5 NC POST, s¢aw SOLI BLOCK'NG AS PER ROOF FRAMING PLAN "I t y 2"x6" SYP NO 2 RAFTERS ® 24 O.C. , (TVPIICAL) 2pcs SIMPSON HTS24 ` II w/ 2"W SYP NO.2 CEILING JOISTS 0 24' O.C. -1 2"x1C- SYP NO.2 RAFTERS 0 16" O.C. TWISTED STRAPS (2) 2"x6" SYP Nor2 AND 2"x6" SVP NO.2 SCROLLED RAFTER TAILS w/ 2"x6" SYP NO.2 COLLAR TIES ® 16" O.C. TOP PLATE Z {I 3pcs 2"x6" SPF No.2 LL N q FRAMING NOTE: GENERAL STUDS AS KING POST SUPPORTING RIDGE 0 CONTRACTOR TO COORDINATE UPPER ROOF FRAMING PLAN a BEAM AT BEARING 0 111 { LOCATION OF FRAMING MEMBERS 2"x6" SPF No.2 ' WITH HVAC DUCT WORK AND SCALE: OU - 1'-0" STUDS ® 16" O.C. W II II 'ry I. . ELECTRICAL FIXTURE LOCATIONS. -MAIN HOUSE ROOF FRAMING: CONVENTIONAL 2"x10" SW N0.2 RAFTERS ® 16" O.C. 11 t w/ RxLO SYP WFR COLLAR TIES : 16 ' O.C. CL �. i* � a NOTE: SPLICE ALL 11.875" deep -UPPER LOFT POWER ROOF FRAMING: CONVENTIONAL 2"xI� SVP N0.2 RAFTERS ® 24" O.C. ,ps 2"x6" SPF No,2 d MULTI-PLY MICROLAM LVL ROOF w/ 2"x8" SYP NO.2 CEILING JOISTS 0 24" O.C. JACK STUD SUPPORTING # VALLEY BEAMS TOGETHER w/ _ (3)2"x,0" ROOF HEADER + f 91 II 5 ROWS 16d COMMON WIRE INDICATES %e" OSB OR '/" COX ROOF SYSTEM D 9N LOADS2pcs iJ5"x11.8]5" 1.9E BEAM EACH SIDE IIY ll+ a{IrG k, I ® PLYWOOD CEILING DIAPHRAGM NAILS ® 12" O.C.. EACH LAYER RfE QQryVENTIONAL ROOF FRAMING MICROLAM LVL VALLEY BEAM 2pcs SIMPSON HTS24 + Ird = Y tS -., - INDICATES ROOF OVERFRAMING RAFTER DESIGN DEAD LOAD = 10 psf AS PER ROOF FRAMING PLAN TWISTED STRAPS NOTE: SPLICE ALL 16" deep _ _ RAFTER DESIGN LIVE LOAD = 20 of ' MULTI-PLV MICROLAM LVL ROOF _, - IMDICATES EXTERIOR BEARING p ROOF HE SYP NO.2 1 RIDGE BEAMS TOGETHER w/ 5 WALL BELOW CEILING JOIST DESIGN DEAD LOAD = 10 psf ROOF HEADER BEAM ROWS 16d COMMON WIRE NAILS _ _ CEILING JOIST DESIGN LIVE LOAD = 10 pelf ,pc SIMPSON MSTA24 STRAP - IMDICATES HEADER BEAM (2)2"x4" SVP N0.2 EACH SIDE OF HEADER TO 0 12" O.C., EACH LAYER 2pcs 2"x6" SPF No.2 +IP - INDICATES 1pc SIMPSON MGT FULL HT. ST;EDS EACH •�` 3' ji TOP PLATE " CREATE A CONTINUOUS LOAD SIDE OF r PATH TO FLOOR FRAMING BELOW 04 NOTE: SPLICE ALL MULTI-PLY ■ - INDICATES POST OR KING POST (3)2'x10" FF HEADER TYPICAL EACH SIDE w/ 3pcs SIMPSON HTS24 R00 ( ) III II. ROOF HEADERS TOGETHER x - INDICATES 1pc SIMPSON HTS24 STRAP TWISTED STRAPS FROM ° I 4 ROWS 72d COMMON WIRE NAILS ® 12" D.C. EACH LAYER VALLEY BEAM TO SUPPORT S u STUDS BELOW MSS HHTS24 = s a pI (Til xl 2pcs SIMPSON A35 CLIP ANGLES ° ° + NOTE: SPLICE ALL MULTI-PLY W IS AT EACH RAFTER TO RIDGE BEAM. 3pcs 2'x4' SPF No.2 2"x6" SYP III u ^j ( + OVERFRAME w/ 2 'x6" SYP 2pcs 1.75"x16.0" 1.9E FASTEN w 12-8dx1 '/z" NAILS EACH SUPPORT STUDS AT SILL PLATE ROWSHEAD12d TOGETHER WIRE NAILS ZU COX PLYWOOD p / i ROOF SHEATHING El RAFTERS ® 24" CA MICROLAM LVL RIDGE BEAM VALLEY BEAM �e 0 a A c w/ 2"x6" SYP No.2 COLLAR '/" COX PLYWOOD ROOF SHEATHING, 1pc SIMPSON HTS24 ® 12' O.C., EACH LAYER + I FASTEN w 8d PHEIG SHANK COMMON 2"x4" SYP Al TWISTED STRAP FROM Q Zs0 1 ROW 8d PING SHANK TIES W/ 8pcs-12d COMMON 12 / RIDGE BEAM SUPPORT J 0 ! (III 1 SCI COMMON WIRE WIRE NAILS EACH END 0 24" OC. 5 WIRE NAILS ® 4' O.C. EDGES AND BOTTOM PLATE STUDS TO FLOOR GIRDER J ;;E ` NAILS 0 3' O.C. 6" O.C. FIELD. TRUSS BELOW W I- > 2"x8" SYP No.2 LEDGER, FASTEN m g i o LEDGER To ROOF THRu PLYWOOD o6cK 2 HID' SVP Nos TWISTED STRAPS FROM RIDGE BEAM TO !1 r9 w/ 2 10x3°/" DECK SCREWS w/ 1' • • � . . . . . (RAFTERS ® i6" O.C. 3pcs SIMPSON HTS24 H74 = -� INTERIOR KING POST TO SUPPORT HEADER DIA. WASHERS AT EACH RAFTER INTERSECTION • • • • TWISTED STRAPS FROM - ;, � I1 "III , c SIMPSON H2.5A w/ -- VALLEY BEAM SUPPORT BEAM AND FLOOR FRAMING BELOW o+uwxry { ,. 'lu STUDS TO FLOOR GIRDER CCK (III I + LOWER ROOF BP BdxP/z" COMMON WIRE 2"x8" SYP Na.2 COLLAR TRUSS BELOW - �' ) v� RAFTER ® 24" O.C. NAILS FROM RAFTER = n DETAIL TO LEDGER TES ON W O.C. IL 10-12d -1 SCALE: NTS BL00 PEAMR102911 � ( 7 COMMON WIRE NAILS EACH END re: I o rn 1u•=ra J R+4E: H2SA o w TWISTED STRAPS FROM VALLEY BEAM +. 1tPlweaffoEewimroeemwxPuwcfxTlnlxEsua'noe . _ RexwsPA1 wPxlwvR U $I�BLb®xefrnoxeiaa.m+Rrcawl➢tlxst0.11frEwoE - Ett-095 LEDGER DETAIL AT OVERFRAMING RAFTER COLLAR TIES TO FLOOR GIRDER TRUSS BELOW ,. 11ExwwweoxE�Is .�xxmxwrv,xnoN \ F 10'11/!011 m� & . P�DETAIL SECTION � DETAIL R d -14 SCALE: 3/4' 1'-0" 1 4/ SCALE: 3/4" 1'-0' 14 SCALE: N.T.S. alxEmwaexeosuin�cLmwunwlouP'he�aeEClEsounurl+xmevaar.� cK41FMoeo AWHILE e 7Sm14Oi I }�4�.. . 01161e1xIE11xEffM3lIIR®BI NJIE3. S1W R1MIM.1YS1 1 RPE]YA I ( V "Y + Ill4i4I i II"il II CDX PLYWOOD ROOF SHEATHING, 2"x6" EYE N0.2 2'x6• SYP NO 2 FASTEN w/ 8tl RING SHANK COMMON OUTLOOKERS SOLID BLOCKING ROOF SYSTEM DESIGN LOAF FLOOR SYSTEM DESIGN ID- ADS. y d p WIRE NAILS ® 4" D.C. EDGES AND ® 24" O.C. AS SHAKE SIDING Ik I� I" ABLE END BRACKETS CONVENTIONAL ROOF FRAMING FLOOR DEAD LOAD 20 f zl fi" O.C.00FIELD. AS PER ARCHITECTURAL RAFTER DESIGN DEAD LOAD - 10 f = Ps AS PER ARCHITECTURAL 4-12tl 4-12 - Ps FLOOR LIVE LOAD = 40psf PLANS AND SECTIONS ' 1 t , NAI _ NAILS PLANS AND SECTIONS RAFTER DESIGN LIVE LOAD = 20 psi t't 1;" CDX PLYWOOD WALL 2"x6" BLOCK _ FASCIA AND SOFFIT OWNERS DA-LH SHEATHING FASTENED w/ { { $ - - Bid COMMON WIRE NAILS I Y' 2'-0 PS PER ARCHITECTURAL 11 f�'t I�' Ilj ® X BRACE OVE A PLANS AND SECTIONS 2"x6" SPF No 2 OIALLOON 0 3" O.C. EDGES AND ° �: irj 4 4-12d II 6 0 C FIELD EXTEND ,I • � � F I 2x6' FASCIA NOTE FRAMED STUDS ® p6" O.C, A35 k12.5A SPH6 H ±' I �!, � + TOE NAILS PLYWOOD WALL SHEATHING L 1 11 n EACH END, 2x4 SYP NO.2 (2)2 xG" SYP Not TOP SII %"9 ALL THREAd UPLIFT TO BOTTOM OF FLOOR BEAM i 1 d i �I ! 4-12d WATERPROOFING AND II THA422 ll I, i z S 3 v FROM BLOCK X-BRACES NAILS J PLATE SPLICE TOGETHER FLASHING DESIGNED CONNECTOR ROD SYSTEM AT EACH 1 SIMPSON CS16 FLAT SSlfi I P^ TO RAFTER ® 48" O.C. w/ 2 (ROWS 10d COMMON J} END OF SHEARWALL SIEGMENT p° FLORIDA PRODUCT i . I N } t BY OTHERS STRAP 0 32" O.C. FROM APPROVAL 1 WIRE NAILS ® 16" O.C. AND 0 48" O.C. SEE (LAYOUT NOTE: # 0447.22 ' II ' 11 +a NAILS ON SHEET S-9 UPPER 2"x6" WALL STUDS WATERPROOFING AND p TO LOWER EDGE BEAM. SIMPSON THA422 ADJUSTABLE ti z 1 , v 9 FLASHING DESIGNED n {I f AND HEX PLATE WASHER STURDI-FLOOR SUB FLOOR PiLYW00D BY OTHERS TRUSS HANGER, FASTEN w/ y - { r (7)2'x6" SYP No.2 BOTTOM 2 - J AND HEX WUT SHTRUSSES WLUE AND FASTEN RE WOOD 4-104 NAILS INTO TOP OF U 2"x4' B"-0" SYP No.2 LATERAL / 10d COMMON WRE NAILS PLATE. FASTEN wE 2 ROWS BRACE BOTTOM CHORDS OF LEDGER AND 16-10dOF RNAILS Z, pfjj 12tl COMMON WIRE NAILS n '3 2"x6" SW N0.2 SOUP ® 4" O.C. EDGES AND 6" O.C. FIELD PRE-ENGINEERED FLOOR TRUSSES INTO FACES OF LEOGTR AND BRACE TO EACH O.C. FASTEN w/ eD 16" O.C. 8-16d NAILS INTO TRUSS 3-12d INTO EACH CEILING JOIST '.. BLOCKING. 'FASTEN w/ 4-12d 6- 12d COMMON WIRE NAILS w/ 1"x4" SW No.2 LATERAL 11 - a 14" SYSTEM 42 PREENC1NEERED ` S TOENAILS EACH END. 1pc SIMPSON A35 CLIP BRACES 048" O.C. FASTEN w/ �. s P, f 2' xB' SYP N0.2 COLLAR TIES ® 16" O.C. EL. +41.00' NA" n FLOOR TRUSS ® 1��2" O.C. Yz" COX PLYWOOD ROOF SHEgTHING, 2 II ,.. ANGLE w/ 12-8dx1 '/" pcs 10E COMMON WIRE NAILS AT 5 ' 2"x6" BLOCKING 0 48" 0.0. BETWEEN GABLE Y 2"x6' SYP N0.2 CEILING TOP OF�TRUSS l COMMON WIRE NAILS FASTEN w/ 8d RING SHANK (COMMON EACH TRUSS INTERSTECTION o 0 ( 11 END CEILING LEDGER AND FIRST CEILING JOIST LEDGER. FASTEN w/ 3 ROWS `•\ -,.„ WIRE NAILS 0 4" O.C. EDGES AND CEDAR SHAKE SIDING ^� 12d COMMON WIRE NAILS n �, 6" O.C. FIELD. AS PER ARCHITECTURAL p; .1 � 2"ME SPF Nat BALLOON 0 16" O.C., INTO EACH STUD w 1 "`- '/" GYPSUM DRYWALL ON FURRING PLANS AND SECTIONS I . � . - FRAMED STUDS ® 16 OC 1 "` 2x6' SYP Nat RAFTERS ® 24" O.C. AS PER ARCHITECTURAL PLANS + FASTEN TO HEADER BEAM w// 3pcs 12d 8" CMU WALL w/ I it (III m /"¢ ALL UPLIFT /:" COX P'ILVWOOD WALL -- 1 I r y SHEATHING FASTENED w/ %" GYPSUM DRYWALL CEILIR4G TOE-NAILS NAILS EACH SIDE OF RAFTER i ROW tOd COMMON WIRE 1-#5 VERTICAL ® 40" O.C. z 11 r� 1 III,. o CONNECTOR END ROD EARWALL SEGMENT 8tl COMMON WIRE NAILS )' F NAILS 0 4" D.C.. CENTER IN CELL GROUT .. - AND ® 48" O.C. SEE LAYOUT ® 3" O.C. (EDGES AND AT EACH ipc SIMPSON THA422 FASCIA AND SOFFIT a CELL SOLID w/ 3000 Psi Ll ADJUSTABLE TRUSS HANGEIR, AS PER ARCHITECTURAL CONCRETE GROUT 2'-0" I" STURDI-FLOOR SUB FLOOR PLYWOOD � I { a ON SHEET S-9 6" O.C. FIELD. EXTEND SHEATHING. GLUE AND FASTEN TO WOO PLYWOOD WALL SHEATHING FASTEN w/ 6-16d COMMON WIRE OVERHANG PLANS AND SECTIONS , y TRUSSES W/ 10d COMMON WIRE NAILS 3 3/N" STURDI-FLOOR SUB FLOOR PLYWOOD I NAILS INTO TRUSS AND 20-Tod 2"x6' FASCIA SINGLE 2'x10" PIT +SYP III m e SHEATHING. GLUE AND FASTEN TO WOOD II TO BOTTOM OF 2"x8" PLATE ipc SIMPSON H2.5A 0 4" O.C. EDGES AND 6" O.C. FIELD / %'0x8" HOT Q 11 t COMMON WRE NAILS INTO LEDGER CLIP FROM EACH LEDGER III TRUSSES W/ 10d COMMON WRE NAILS II 3"x3"x'/' (PLATE WASHER RAFTER TO SUPPORT 1pc SIMPSON SPH6 0 16" O.C. 'o DIPPED GALVANIZED ANCHOR 0 4" O.C. EDGES AND 6" O.C. FIELD AND COUPLER NUT (3)1JS"x14.0" 1.9E MICROLAM L\VL EL +'.29.6_ ---- °a BOLTS w/ 2"0 WASHIER F4 FLUSH FLOOR BEAM. SPLICE TOGETHLER 2"x6" SYP No.2 (2)2'x6" SYP No.2 TOP Tt7P OF TRUSS `f a 0 16" O.C., STAGGERED >• 1 14" SYSTEM 42 PREENGINEEREDWil (1)2"x6" SW No.2 w/ 5 ROWS i6d COMMON WIRE SOLID BLOCKING. PLATE SPLICE TOGETHER n < 12 ' � w I - n FLOOR TRUSS ® 19.2" O.0 BOTTOM PLATE NAILS 0 12" O.C., EACH LAYER FASTEN w 4-12d w/ 2 ROWS 10d COMMON a EL. +41.00' NA� / 1 TDS'� ` TOENAILS EACH END WRE NAILS ® i6" O.C. < MAXFLARED CEDAR SIDIN'IG AS PER p4 t \ 2' x4' SVP No.2 1 4 I ARCHITECTURAL PLANS ..nn n N CONTINUOUS mC V 1/2* CDX PLYWOOD WALL SHEATHING -- ! COUPLER NUTrr FASTENED w/ ed COMMON WRE 16" SYSTEM 42 PRE-EINGINEERED 8"x16" CMU OPEN BYJOM ' F EXTEND AS VERTICAL NAILS 0 3" O.C. EDGES AND FLOOR TRUSS ® 19.Y O.C. J LINTEL BLOCK TIE SEAM 5 2 KITCHEN L SZIZ , TO WITHIN 3" OF TOP j 6" O.C. FIELD w/ TOM, TOP AND S g.a It %" GYPSUM DRYWALL CEILING o 2"x6" SPF No.2 �e GYPSUM DRYWALL CEILING BOTTOM, CONTINUOUS S W ' OF 8" CMU WALL wO 2"x8' PIT. SYP Not TOP PLATE ( STUDS 016" O.C. 1"x4" SYP No.2 LATERAL \ §S w/ 1/"0 x 10" HOT DIPPED 8"x16" CMU( OPEN BOTTOM BRACES LAT RA " PAINTED THIN BRICK VENEER LINTEL BLOCK TIE BEAM '/" GYPSUM DRYWALL ON (FURRING PLANS AND SECTIONS W 1pc SIMPSON CSi6 FLAT AS PER ARCHITECTUIRAL C 17, i ' GALVANIZED ANCHOR BOLTS w/ w/ 2-#5 TOP AND 1-#5 AS PER ARCHITECTURAL PLANS STRAP ® 32" O.C. FROM v , S 2"x2"x'/s" PLATE WASHER 0 24" O C BOTTOM, CONTINUOUS 1.25"x16.0" TIMBERSTRAND FSTL SOLID UPPER 2"x6' WALL STll05 '/z " GYPSUM DRYWALL ON FURRING I� B" CMU WALL w/ BLOCKING IN-BETWEEN FLOOR TRUSSES. TO LOWER EDGE BEAM. }l T AS PER ARCHITECTURAL PLANS 1 -#5 VERTICAL 0 40" O.C. FASTEN TO EACH PREENGIINEERED SECOND LEVEL FLOOR TRUSSES o # FLOOR TRUSS w 2-i6d COMMON (1)2 'x6' SYP Nat BOTTOM i 1 ROW 10d COMMON WRE (CENTER IN: CELL). GROUT / PLATE FASTEN w 2 ROWS PARALLEL W� 8" CMU WALL WRE NAILS TOE-NAIES, TOP / NAILS 0 4 O.0 a CELL SOLID w/ 3000 psi AND BOTTOM, EACH END 1 ROW 10tl 12d COMMON WRE NAILS \ /� G %" STURDI-FLOOR SUB FLOOR PLYWOOD CONCRETE GROUT ® 16' 0.0. C 1 SECTION a SHEATHING. GLUE AND FASTEN TO WOOD z DBL 2"xIw P.T. SYP No.2 eSHEATHI G. GLUE AND FASTEN TO WRE WOOS NASUB FLOOR PilLYWOODILS 0C 3 LVL1.75"A6.0"GE1.9E FASTSMICROLAM -1 SCALE: 3/4" = 1'-0" TRUSSES W/ 10d COMMON WRE NAILS / ' x10' HOT / LVL EDGE BEAM. FASTEN TO y n 0 4" O.C. EDGES AND 6" O.C. FIELD )I N DIPPED GALVANIZED ANCHOR n ® 4" O.C. EDGES AND 6' 0 C FIELD EACH PREENGINEERED FLOOR Z Z 1r I EL. +29.6Y NA`VD� BOLTS, WASHERS, AND HEX NUTS _._. _. __ TRU55 w/ 2 ROWS 16d COMMON v I ry4 ; TOSS a CEDAR SHAKE SIDING < -- ---_ �� v FLAREDOCEOARASIDMG AS PERARCHITECTURAL TOP90AL ��p J � FLARED CTURAL PILINS AS PER 8 wOWEL# ® 40"TIO." CMU WALL NCE. � PLANSRANDCHITEC ARCHITECTURAL y: � Z � `- DINING i,,, AS { F t1 I ' ARCHITECTURAL PLANS -I '/2" CDX PLYWOOD CEILING 1 ROW 10d COMMON r v " DIAPHRAGM WRE NAILS 0 4' O.C. t J O F f s 8"x16" CMU( OPEN BOTTOM s/x STURDI FLOOR SUB FLOOR J V GYPSUM DRYWALL CEILING %" GYPSUM DRYWALL CEILING LL y r 4 I-' LINTEL BLOCK TIE BEAM , 2pcs SIMPSON H25A PLYWOOD SHEATHING. GLUE AND 1Il r I I 16 SYSTEM 42 PRE-EINGINEERED III !L'y w/ 2-#5 TOP AND 1-#5 16" SYSTEM 42 PRE-EING16EERED CLIPS FROM EACH FLOOR FASTEN TO WOOD TRUSSES w/ 10d j FLOOR TRUSS 0 19.2" D.C. BOTTOM, CONTINUOUS FLOOR TRUSS ® 19.2' O.C. TRUSS TO 2"x8" PLATE COMMON WRE NAILS 0 4" O.C. } .� Y tl ,^( ;' 1M 1pc SIMPSON THA422 ( +� 2'x8" P.T. SYP N0.2 TOP' PLATE 8"x16" CMU OPEN BOTTOM EDGES AND 6" O.C. FIELD ADJUSTABLE TRUSS HANGER PAINTED THAN BRICK VENEER w/ 1/2"0 x 10" HOT DIPPED LINTEL BLOCK TIE BEAM 16" PRE-ENGINEERED SYSTEM 42 ' + FASTEN w/ 6-16d COMMON WREtt � AS PER ARCHITECTURAL GALVANIZED ANCHOR BOLLTS w/ w/ 2-#5 TOP AND 1-#5 \ WOOD FLOOR TRUSSES 0 19.2" O.C. NAILS INTO TRUSS AND 20 10d PLANS AND SECTIONS 1 BOTTOM, CONTINUOUS `y IppI: 1' COMMON WRE NAILS INTO LEDGER 3"x3"x'/4" PLATE WASHER 0 24" O.C. ( �� EL +29.67' NAVD SEE FLOOR FRAMING PLAN v;t + � ' t4 Y BRACE BOTTOM CHORDS OF PAINTED THIN BRICK VENEER TOP O- F T�RU55 y - FLARED CEDAR SIDING AS PER k °. BRACE BOTTOM CHORDS OF I AS PER ARCHITECTURAL \ ARCHITECTURAL PLANS pE { , Ip 1 o PRE-ENGINEERED FLOOR TRUSSES 8" CMU WAILL w/ o PRE-ENGINEERED FLOOR TIRUSSES PLANS AND SECTIONS 'O w m w/ 1•x4' SYP No.2 LATERAL 1-#5 VERTICAL 0 40" O.C. w/ 1 "x4" SYP No.2 LATERAL a .'1 j B"x28" CONCRETE BEAM BRACES 0 48" O.C. FASTEN w/ (CENTER IN CELL). GROUT o' BRACES 0 48" O.C. FASTEN w/ 8" CMU WALL w/ .I " w/ 2-#5 TOP, III• 2pcs 10d COMMON WIRE NAILS AT CELL SOLID w/ 3000 psi 2pcs 10tl COMMON WIRE NAILS AT 1 #S VERTICAL ® 40 0.0. - 2-#5 MIDDLE, AND 1 II C EACH TRUSS INTERSTECTION CONCRETE (GROUT EACH TRU55 INTERSITECTION (CENTER IN CELL). GROUT M - � BOTTOM 1 k 3 II ,I y N CELL SOLID w 3000 psi /¢" CDX PLYWOOD CEILING DIAPHRAGM. #3 STIRRUPS ® 1D" OLD. #4 0 12" O.C. #4 ® 12" O.C, a / ''. j CONCRETE GROUT FASTEN w/ Bd COMMON WRE NAILS TEMPERATURE g 1 _#5 VERT, DOWEL ® 40" O.C. TEMPERATURE 0 6" O.C. EDGES AND 6" O.C. FITS AEL +2].34' NAVD ip Y i ! #5 ® 12" O.C. TOP REINFORCING (' #5 0 12" O.C. TOP REINFORCING i- 5 VERT. DOWEL ® 40" O.C. SOTTO BEAM B W STD 90' BEND w/ STD 90` BEND INTO GRADE W STD 90' BEND # { C� 1/3 SP OF REINFORCING BEAM ALIGNED W/ WALL 1/3 SP OF REINFORCING w/ STD 90' BEND INTO GRADE 1pc SIMPSON THA422 BM-1 W mp DBL 2"xlO" PIT. 2-# SUPPORT - --- - "N REINFORCING ABOVE BEAM 2- SUPPORT LN RENFORCIGNED ING ABOVE FASTEN ADJUSTABLE TRUSS HANGER,F STEN NT 6TRUSSCOMM AND N VIDE + �" CAMBER LEDGERPPED GALVANIZED ANCHOR A L +19.33 NAVD _.._ - _ f � EL. +19.33 NAVD COMMON WRE NAILS INTO LEDGER BOLTS 016 O.C., STAGGERED i u. Y TOP OF SLAB TOP OF SLAB o {11I I ;d t 1c ------� SLOPING ------ � SLOPING isS ' 1 : Id „ SECOND LEVEL FLOOR TRUSSES 16 a C-1RADE ,o GRADE W #s ® 1r o.c. BorroM `� #s ® 1z" o.c. eorroM . SEAT 8"x28" CONCRETE BEAM m � I z 1 i ' 6" STRUCTURAL CONCRETE N S" STRUCTURAL CONCRETE n SECTION I SLAB - --- EL. *17.67' NAVD SLAB - - N AEL. +1].6T NAVD 4 51 OUTLINE OF GRADE BEAM BEYOND, •y w 0 OF PILE OUTLINE OF GRADE BEAM BEYOND, y STOP OF PILE j y # �. SEE SECTION 5/5-3 -- SEE SECTION 5/S-3 -1 SCALE: 3/4' = 1'-0" t F . GRADE BEAM REINFORCING CONTINUOUS GRADE BEAM REINFORCING CONTINUOUS CCK J EL. (-17.33' NAVD EL. +17.33' NAVD axxowm THROUGH PILE CAP, SEE SECTION 6/8.6 THROUGH PILE CAP, SEE SECTION fi/8.6 k a , BOTTOM 0 BOTTOM OF PILE CAP I 3-#5 EACH WAY ABOVE PILE �, 3-#5 EACH WAY ABOVE PILE wre - aLoo rawBiarzutt a 16"0 AUGER CAST PILE PER DETAIL 1• 4" 2'-6"x 2'-6"x2'=0"d PILE 'I6"0 AUGER CAST PILE PER DETAIL 1' 4" 2'-6"x2'-6"x2'-0"d PILE Li i 2/S-1, SEE PLAN FOR LOCATION CAP AT SINGLE PILE, 2/5-1 , SEE PLAN FOR LOCATION CAP AT SINGLE PILE, ' - v I , 11_3" SEE PLAN FOR LOCATIONS 1'-3" SEE PLAN FOR LOCATIONS t. xunrra:o[elaarosexcdeuvicewmlrlxsrµwime em ssm .mxur.�s b I , i , - �tyl , rmialwmlxea'spxeammvamw.molxmwm2ewe E11o36 11rE4wvnxowPCEllbNnxcamE4e!xs�ar®x.VMbxouCE Fn. iWttllOtl TYPICAL WALL SECTION WALL SECTION AT NORTH CANTILEVER xr„xewmxa,weeW�rmrlxxwo�la�•narawmxm � / � 1.,. 1 ' ` iH . I ,wxommsmuaux�rormrecwx,rexwuvse.Ms¢uim -` `."'� y1Y'• SECTIONSECTION w� .x.4ra wxox�oc +mom . ° C I , 1 As q 1 2 x ,�mwarexts.woawaxs�uWa�mex®uamv+� wastan�t4w11�.. >• :s xmwxmenlxmmse®sxAxpex¢FrAlxxmlxncminwce wvwunaelnuclta+a'o4E� c -1 SCALE: 3/4" = 1'-0° 5-15 SCALE: 3/4" = 1'-0' ximefrnoxeonxeyxlwucfaaxw.m Faxeuwxra,wo audsrco[e °>A'4s �7�15 22 aF lr l,. a OTEP811dC11MFff4MICHm MIgIE]. 4W1!!h�. PEPS�r I hi �� •} I � o 9it k wt ; f t p y 7BRACE TOPS OF CEILING JOISTS w 4 tt / ROOF SYSTEM DESIGN GADS 7 �'a I i) II x4" T P No 2 LATERAL BRACING CONVENTIONAL ROOF FRAMING: 15" P l d • Il I E 'y,L fp 48' O C. FASTEN w/ 2pcs 10d 5 Il • t COMMON WIRE NAILS AT EACH RAFTER DESIGN DEAD LOAD 10 psi p^ r }� CEILING JOIST INTERSTECTION RAFTER DESIGN LIVE LOAD = 20 psf HTS3aC PROFlLE + a H2.5A ROOF SYSTEM DESIGN . LOADS NOTE; k ' j [ . NAILS AT CONVENTIONAL ING.ROOF FRAMIWATERPROOFING AND 10-10dxl'/ q7 P t RAFTER DESIGN DEAD LOAD - 10 Psi FLASHING DESIGNED '/" COX PLYWOOD ROOF SHEATHING, RAFTER AND 6-102x1'/" BY OTHERS IN i N i RAFTER DESIGN LIVE LOAD = 20 psf 7 .7 }S FASTEN w/ 8d RING SHANK COMMON NAILS AT PLATE. WRAP WIRE NAILS 0 4" O.C. EDGES AND UNDER AND AROUND a 6" O.C. FIELD. 2"XB" SILL PLATE 12 2 'x10" SM No.2 RAFTERS 016" O.C. ° '/" COX PLYWOOD ROOF SHEATHING, 2"xF>" SYP N0.2 2'x6° SVP NO2 I 1 3 SEE ROOF FRAMING PLAN. FASTEN TO FASTEN w/ 8d RING SHANK COMMON OUTLOOKERS SOLID BLOCKING _ ' 1"x4" BM No.2 LATERAL 2 'x8" PLATE w 3 cs 122 TIDE-NAILS HTS30 WIRE NAILS 0 4" O.C. EDGES AND 0 24" 0 C GABLE END BRACKETS U / p '/" COX PLYWOOD ROOF SHEATHING, 'g x 6' O.C. FIELD. AS PER ARCHITECTURAL m � I. BRACES 0 46" O.C. - EACH SIDE OF RAFTER 2"x6' SYP No.2 SOLID BLOCKING. 4-12d 412d PLANS AND SECTIONS FASTEN w/ 8d RING SHANK COMMON e (ry A 1 FASTEN w/ 2pcs 10d COMMON NAI NAILS WIRE NAILS ® 4" O.C. EDGES AND 8 AI ( '�, [ �• ! WIRE NAILS AT EACH CEILING FASTEN w/ 4-12d TOENAILS EACH END 6. O.C. FIELD. ~, B : JOIST INTERSECTION ' l � ♦� NOTCH TOP OF RAFTER 2"x6' BLOCK ___ FASCIA AND SOFFIT ^ 6 ' TO RECEIVE EXPOSED 0 X-BRACE AS PER ARCHITECTURAL RRST 2"x10" SYP NO.2 RAFTER. P' " " PLANS AND SECTIONS FASTEN TO WALL FRAMING w r I" EL. op OF NAVDA 1 xb TONGUE AND 2 0 / g •. 4 ROWS 122 COMMON WIRE E TOPS % ^ GYPSUM " GROOVE SOFFIT 4-122 ,1 �V OVERHANG 2"x6" FASCIA ! ,• •f1)Ik 1 - 1 -AC NAILS NAILS 016" O.C. a OVERHANG PSANSRANOCSECTIONSAL FROM BLOCK 2"x4 XS BRA ES 4 122 \ PLATEeSPLICE TOGETHER FRAME EACH WINDOW OPENING 1 {I DRYWALL CEIIJNG 2,_0" FASCIA AND SOFFIT _ i 2"xe" SYP NO.2 CEILING JOISTS TO RAFTER ® 48' O.C. AILS w/ ipc 2"x10" SYP NO2 JACK q f 0 16' O.C. FASTEN w/ 10 122 w/ 2 ROWS iOd COMMON SND AND 2pcs 2"x10• SYP NO.2 S - I` ' IID I. EXPOSED 1• x6" TONGUE AND6 FULL HEIGHT STUDS EACH SIDE 2 COMMON WIRE NAILS FROM EACH 4-122 W1ftE NAILS ® 16" O.G. CEILING JOIST TO RAFTER ( GROOVE SOFFIT. FASTEN w/ NAILS { V; � 3-8d STAINLESS STEEL NAILS _ 3"x3"x'/" PLATE WASHER '/z" COX PLYWOOD WALL AL 1 k 1pc SIMPSON HTS30C TWISTED AT EACH RAFTEIR INTERSECTION. L51@ LUS28 _ AND HEX NUT SHEATHING FASTENED w/ I I} ( STRAP AND tpc SIMPSON H25A 2"x8' P.T. SYP No.2 TOP PLATE w/ 2"x4" 8 0" SYP No.2 LATERAL \y 8d COMMON WIRE NAILS pp CLIP AS PER UPLIFT CONNECTOR 2"x6" SYP N0.2 SOLID LOFT (I ( ® 3' O.C. EDGES AND M1 �P , y� i� f SCHEDULE. WRAP HTS30C UNDER AND I I '/"P x 12" HOT 0.ppEp GALVANIZED BRACE ® 48' O.C. FASTEN w/ BLOCKING. FASTEN w/ 1-12tl 6" O.C. FIELD. EXTEND Ik a AROUND 2' x8" PLATE. (I WASHER ® LTS w/ 3"x3"x'/" PLATE y' x8" SYP N0.2 COLLAR TIES ® 24' 0.6 TOENAILS EACH END. PLYWOOD WALL SHEATHING ANCHOR 3-12d INTO EACH CEILING JOIST O.0 TO BOTTOM OF BEAM. 2 x6 SYP NO.2 CEILING 2"xe" SYP N0.2 FLOOR JOISTS 0 15" O.C. ry m STUDIO S"x16" CMU OPEN BOTTOM LINTEL 2"xfi' BLOCKING ® 48' O.C. BETWEEN( GABLE i• END CEILING LEDGER AND FIRST CEILINYG JOIST LEDGER. FASTEN w/ 3 ROWS (1)2"x10• SYP No.2 BOTTOM • l , BLOCK TIE BEAN( w/ 2-#5 TOP AND 12d COMMON WIRE NAILS PLATE. FASTEN w/ 4 ROWS • STURDI-FLOOR SUB FLOOR PLYWOOD Q t�II, j 1-#5 BOTTOM, (CONTINUOUS 2"x6" SPF No.2 BTALLOON 0 16" O.C., INTO EACH STUD SHEATHING. GLUE AND FASTEN TO WOOD 2 i 'HERS 122 COMMON WIRE NAILS a E { i P F OOR SYS M O wFTF OL ADS• Id I FLOOR DEAD LOAD = 20 sf CLOSET FRAMED STUDS ® P6" O.C. 1pc SIMPSON C516 ® 16" O.C. JOISTS w/ 102 COMMON WIRE NAILS T p1{y1{{ V ' p CEDAR SHAKE ;'(DING °i s/e°0 ALL-THREAD UPLIFT Y" COX PLYWOOD WALL STRAP AT EACH ® 4^ O.C. EDGE AND ® 6^ O.C. FIELD C7 1 ej � FLOOR LIVE LOAD = 40psf SIDE OF THE 2"x6 SYP No 2 tp-'� ^ r I � AS PER ARCHITECTURAL o CONNECTOR ROD SYSTEM IPT EACH III SHEATHING FASTENED w/ WINDOW OPENINGS BLOCKS TEL. +41.00' NAVD F� y ryV PLANS AND SECTIONS END OF SHEARWALL 'SEGMENT 1 Bid COMMON WIRE NAILS STOP OF BEAM F Q ur i I '/" GYPSUM DRYWALL ON FURRING AND ® 48" O.C. SEE (LAYOUT 0 3" 0.0 EDGES AND ® 16" O G 'e q • 8" CMU WALL w/ a ON SHBET S-9 6" O.C. FIELD. EXTEND OPEN TO w ' I AS PER ARCHITECTURAL PLANS > PLYWOOD WALL SHEATHING n °A STUDY BELOW 8y W S ) [I 1 #N VERTICAL ® 40 ' O.C. %" STURDI. FLOOR SUB FLOOR HILYWOOD t 111k 1 ROW tOd COMMON WIRE (CENTER IN CELL). GROUT SHEATHING. GLUE AND FASTEN TA WOOD E TO BOTTOM OF 2°x8° PLATE _ _ u A,I NAILS 0 4^ O.C. o. CELL SOLID w/ 3000 psi TRUSSES W 102 COMMON WIRIE NAILS �. s riI B ! l }I I ! } a CONCRETE GROUT / 3"x3'x'/' PLATE WASHER ipc SIMPSON LUS28 GYPSUM (2)1.75' x] 25" 1.9E MICROLAM %x" STUR01-FLOOR SUB FLOOR PLYWOOD J ® 4" O.C. EDGES AND 6" O.C. FIELD AND COUPLER NUT FACE MOUNT HANGER DRYWALL CEILING LVL FLUSH FLOOR BEAM SHEATHING. GLUE AND FASTEN TO WOOD DBL 2"x10" P.T. SYP No.2 a 14" SYSTEM 42 PREENGIINEERED (1)2"x6" SYP No.2 -(2)1.75"x14.0" 1.9E MICROLAM 1pc SIMPSON LUS28 ly v TRUSSES W 10d COMMON WIRE NAILS s \ LVL FLUSH FLOOR BEAM FACE MOUNT HANGER ,J \ / LEDGER w/ /8"Xi HOT EL. +41.00' NAND n FLOOR TRUSS 0 1D 2" 0 C. BOTTOM PLATE i 5 III I 7 n ® 4" D.C. EDGES AND 6" D.C. FlELD = 0, DIPPED GALVANQED ANCHOR TOP OF TRI( Sq 2"x4" SYP No.2 FACSIMPSON (MOUNT HANGER u r ,• EL +2967' NAVDA . \ BOLTS, WASHERS, AND HEX NUTS a f \ ° CONTINUOUS 9 I! TOPTOP p !s ® 16" O.C., STAGGERED n ry E 2"x8" SYP' N0.2 CEILING z V I � `00000 H COUPLER NUT JOISTS ® 716" O.C. Z 11 � _ EXTEND #s VERTICAL LOFT LEVEL FLOOR JOIST FRAMING Q FLARED CEDAR SIDING AS PER +� ! IV 1 � F ARCHITECTURAL PLANS TO WITHIN 3" OF TOP z z I t y. t Ei .. s/" GYPSUM DRYWALL CEIUNG OF 8" CMU WALL SECTION z z 1 .. I r�l �y( l ; %" GYPSUM DRYWALL CEILING �8 x16 ' CMU OPEN BOTTOM 2"x8" P.T. SYP No.2 TOP' PLATE 8"x16" CMU OPEN BOTTOM S-1 SCALE: 3/4" = 1'-0" 'I I J LINTEL BLOCK TIE BEAM / '/z"0 x 10" HOT DIPPED F I{ R41 16' SYSTEM 42 PRE-EINGINEERED I w/ 2-#5 TOP AND 1- 5 w LINTEL BLOCK TIE BEAM ' ! Tip r yV Ji FLOOR TRUSS ® 19.2" O.C. J BOTTOM, CONTINUOUS # GALVANIZED ANCHOR BOLTS w/ w/ 2-#5 TOP AND 1-#5 1 ROW 10d COMMON WIRE V W P J p ( r1' k 2"x2°x'/e" PLATE WASHER ® 24" O.C. BOTTOM, CONTINUOUS NAILS 0 e 0.0 W LL Z 1Pc SIMPSON THA422 s N Q d 41 , •l ADJUSTABLE TRUSS HANGER " ��PAINTED THIN MICK VENEER '/" GYPSUM DRYWALL ON (FURRING CEDAR SHAKE SIDING /4" STURDI-IFLOOR SUB FLOOR PLYWOOD J Ir+� `' FASTEN w/ 6-162 COMMON WIRE AS PER ARCHITECTURAL AS PER ARCHITECTURAL PLANS �� AS PER ARCHITECTURAL SHEATHING GLUE AND FASTEN TO WOOD J 0 ~ uiII 1 NAILS INTO TRUSS AND 20-102 PLANS AND SECTIONS PLANS AND SECTIONS TRUSSES W/ 10d COMMON W1 RE NAILS DBL 2°x10" P.T. SYP No.2 Q, Q V { COMMON WIRE NAILS INTO LEDGER 0 4 0.t, EDGES AND 6" O.C. FIELD LEDGER w/ /e"0x10" HOT J W NG ERS, AND I �Yl to { E rl ' PRE-ENGINEERED FLOOR LO RBRACE BOTTOM RORDS OF TRUSSES LATERAL 8° CMU WALL w LOOR SYSTEM ESIGN LOADS. � 8" CMU WALL w/ VERTICAL ® 40" O.C. EL� TOP90F TRU`S ° n ._ ®01P6TS" OCSHSTAGGEREDHEED GALVANIZED �RNUTS � LL N I ,tSST 1 . bl wl ./ FLOOR DEAD LOAD 2 P a •la I j BRACES ® 48" O.C. FASTEN w # (CENTER IN CELL). GROUT \ / 1- 5 VERTICAL ® 40" O.C. FLOOR LIVE LOAD AOpsf ` 4 f m 2pcs 10d COMMON WIRE NAILS AT CELL SOLID w/ 3000 psi "' v tl (CENTER IN CELE)_ GROUT If i EACH TRUSS INTERSTECTION CONCRETE GROUT a CELL SOLID w/ T psi 1 ROW 10d MMMON = f CONCRETE GROUT WIRE NAILS 0 A" O.C. I j GARAGE a 1 -#5 VERTICAL DOWEL ® 40" COXPLYW000 CEILING I I ' . ,a /" STURDI FLOOR SUB FLOOR INTO CONCRETE BEAM 'BM-i" t �� V PLYWOOD SHEATHING GLUE AND ALIGNED W/ WALL REINFORCING 16" $✓STEM 42 PRE EINGINEERED _ 4 1-#5 VERT. DOWEL ® 40" D.C. FASTEN TO WOOD TRUSSES w/ 10d J ABOVE DIAPHRAGM. FASTEN w/ 8d { ' #4 ® 12" O.C. 8"w CURB FLOOR TRUSS ® 19.2" O.C. COMMON WIRE NAILS I to- TEMPERATURE w/ 1-#5 w/ STD 90' BEND INTO GRADE COMMON WIRE NAILS ® d" O.C. z 0 6' O.C. EDGES AND - ® 12" O.C. TOP REINFORCING CONTINUOUS Sn BEAM ALIGNED W/ WALL EDGES AND 6" 0.0., FIELD 1pc SIMPSON iHA422 6" O.C. FIELD _ I , ry REINFORCING ABOVE MDJUSTABLE TRUSS HANGER, < W STD 90' BE r� 1/3 SPAN OF REINFORCING ° 16" PRE-ENGINEERED SYSITEM 42 FASTEN w/ 6-162 COMMON WIRE PAINTED THIN BRICK VENEER O Ip EY L. +19.33' NAVD h WOOD FLOOR TRUSSES 0 19.2 0 C NAIILS INTO TRU55 AND 20-102 AS PER ARCHITECTURAL W SIT �' 2-# SUPPORT TOP OF U COMMKON WIRE NAILS INTO EDGER PLANS AND SECTIONS g w SEE FLOOR FRAMING PLAN - o EL. +29.67' NAVD i, bt u A ' TOP OF TRU 8"xifi" CMU OPEN BOTTOM 8" CMU WALL w/ QF II 4N • m \ \`? LINTEL BLOCK TIE BEAM 1-#5 VERTICAL ® 40" O.C. 8"x28" CONCRETE BEAM t o ° ------� SLOPING a / _ w/ 2-#5 TOP AND 1-#5 J' (CENTER IN CELL). GROUT ¢ p r :,1 li 1IttI'' III 5 ® 12" O.C. BOTTOM x \ ,I GRADE I 2/#5 MIDDLE, AND BOTTOM, CONTINUOUS CELL SOLID w/ 3000 psi ? U T 9p $ # 0. f ' � CONCRETE GROUT ,r Ii.. d4If r • „ 6" STRUCTURAL CONCRETE _ n EA L +17 7' NAVD ._ 3-#6 BOTTOM w/ W BOTTOM OF GRADE /• COX PLYWOOD CEILING DIAPIHRAGM. #3 STIRRUPS 010" O.C. SECOND LEVEL FLOOR TRUSSES m s2O r jl EIV 1 OUTLINE OF GRADE BEAM BEYOND, __ 'a BEAM FASTEN w/ 8d COMMON WIRE NAILS SEE SECTION 5/S-3 - EL. +17, p' NAND ® 6" O.C. EDGES AND 6" D.C. FIELD AEL +2234' NAND AT DINING /KITCHEN ! TOP OF ILP '� BOTTOM�OF BEAM ,k 1 Y a GRADE BEAM REINFORCING CONTINUOUS 1pc SIMPSON HA422 BM-1 ! EL. +16. 7' NAVD DBL 2"x10 ' P.T. SYP No.2 SECTION onwmac , ! II THROUGH PILE CAP SEE SECTION 6/B6 ADJUSTABLE TRUSS HIANGER, +'/.' CAMBER q { 3-#5 EACH WAY ABOVE PILE BOTTOM OF PILE CAP FASTEN w 5-16d COMMON WIRE LEDGER W/ 5/"0x10" HOT iT'P n } I NAILS INTO TRUSS AND 20 10d DIPPED GALVANIZED ANCHOR -16 SCALE: 3/4" = 1'-0" cltaxon.. r 1 14 I �fj&11 16"0 AUGER CAST PILE PER DETAIL 1• q• 2'-6"x2'-6'x2'-0"tl PILE COMMON WIRE NAILS INTO (LEDGER BOLTS 0 18 O.C., STAGGERED ogre ; PBI11 2/S-1, SEE PLAN FOR LOCATION CAP AT SINGLE PILE, BI➢G PERMIT 14311„ {{ rtrte� [jj -3 1' " SEE PLAN FOR LOCATIONS 1J�Yli�•,� I',o ma 1M•=I 6-.R i'i - 1. mE9EPLWOxECmICNmro YNQMIWVi wIIHiNEarAWINe , ftq'ffieffiLL kk{twyr I�'y TYPICAL GARAGE WALL SECTION WALL SECTION AT DINING ROOM vrvlel®xePrnwexes,oNxaxarwxxa+wrntmos ne4Nem: 677 n x. meNuxmmnmxo5rasmxosmae•w[oEalaanx.wcoxuwa 1 SECTIONn SECTION wxemGNAe e, 4MM4Y 9NLpm9mRx pNM - I ^ uoonexeMmxsrowMsuomsmrowweemum 1w � mwa = 1• D" MMA4NMNNWICNIN)aF®Ci ImAiN. 70A 5-16 SCALE: 3/4" = 1'-0' -16 SCALE: 3/4' mPNM88 on oor x��xaee mxomn� CP4g �RCx RE P i O e9LxR8 mMp "oss"mIxmili V BKI a S-16 22 Ir vmxesrnweePlxev44uxoPaoxLwmPpsaxmxm,wo dAOYAI.aAY81K aP YtHM- It. iL., r y •. A!W1 0 ik} p 1 � rt ( � ROOF SYSTEM DESIGN LOAD NOTE. 2pcs-5/i x16" HEX '/x'' COX PLYWOOD ROOF SHEATHING '/z" COX PLYWOOD WALL Fpa v 1; { CONVENTIONAL ROOF FRAMING- WATERPROOFING AND HEAD LAG SCREWS w/ FASTEN W/ Bd RING SHANK COMMO SHEATHING FASTENED w/ f � WIRE NAILS 0 4" O.C. EDGES AN 8d COMMON WIRE NAILS 1 1 y ¢ �lr' y RAFTER DESIGN DEAD LOAD = 10 psi FLASHING DESIGNED 2"¢ WASHERS. DRILL �{ e '+ k Y6T� L RAFTER DESIGN LIVE LOAD = 20 BY OTHERS15" 6" O.C. FIELD 0 3 O.C. EDGES AND i 11• 1{ j , �,� - psf 6"x12" P.T. SYP N0.2 AND COUTERSINK 11/2 " 5• I ! �i 'a DECK BEAM FIRST 2"x10• SYP NO.2 RAFTER 6" O.C. FIELD. EXTEND �` ! {� eI e I, r PLYWOOD WALL SHEATHING' { { 1 y t1 9 j +a Fkrl1 /z " COX PLYWOOD ROOF SHEATHING, 2"x6' SYP N0.2 2"x6" SYP N0.2 2" FASTEN TO WALL FRAMING w •� {rr e � 41*1 I V FASTEN w/ Bd RING SHANK COMMON BLOCKING 0 48" O.C., SOLD BLOCKINGENSHTS30C PROFILE 4 ROWS 12d COMMON ORETO BOTTOM OF BEAM. 1 e kA ISI^ Or I tll M�eL"' PARE NAILS 4" O.C. EDGES Al 9 SPACES BACK GABLE END BRACKETS SUPPORT POST BELOW ® f �o 10-10dx1 '/i" NAILS AT P • ` j !6 I yy,, PIT. SYP NAILS ® 16" O.0 (1)2 x1O" SYP No.2 BOTTOM Ig 1r1i ' k4��))(-1'I 6' O.C. FIELD. AS PER ARCHITECTURAL PLATE. FASTEN w 4 ROWS ,53 4-12d 4-12d O RAFTER AND 6-1 Odx1 '/" 14" DEEP SYSTEM 4 / i ' t '"I ,'/I wr,,'k, NAIL NAILS PLANS AND SECTIONS __ ____ \ z NAILS AT PLATE. WRAP PRE-ENGINEERE 12d COMMON WIRE NAILS 1� • �,!•e { ' 1 (' "' . d i f T y', ' - - - - NON-SILRUCTURAL UNDER AND AROUND FLOOR TRUSSES ® 16" O.C. Ie IdI 11�. I i 1 2"x6" BLOCK- __ . ; f DECORATIVE BRACKET 2"x8" SILL PLATE ® 192 O.0 1pc SIMPSON CSi6 yJ ,P ar^a 9 X-BRACE _-- AS PER ARCHITECTURAL 1 PLANS ,AND SECTIONS OPS STRAP 50 32" OC. o/*" STURDI-FLOOR SUB FLOOR i' A 4-12d 0 H G 2"x6" FASCIA 1 / ' 1 ' x" BRACE 1TOP5 OF CEILING JOISTS w/ ROOF SYSTEM DESIGN LOAD PLYWOOD SHEATHING. U AI " TOE NAILS 1"x4" SYP No.2 LATERAL BRACING N ss EACH END, 2"x4' SYP N0.2 ® 48" :O.C. FASTEN w/ 2pcs 10tl CONVENTIONALROOF FRAMIN + w DOUBLE 2"x8" N 6 Z w{ FROM BLOCK X-BRACES 4-12d (2)2"x6" SYP No.2 TOP 6" COMMON WIRE NAILS AT EACH RAFTER DESIGN DEAD LOAD = 10 paf t FLOOR JOIST u TO RAFTER ® 48" O.C. NAILS / PLATE SPLICE TOGETHER NOMINAL CEILING JOIST INTERSTECTION RAFTER DESIGN LIVE LOAD = 20 psf 1 f4 . , w/ 2 ROWS 10d COMMON J YY 4-12d WIRE NAILS 016" O.O. 6"x12" P. T. SYP NO.2 BEAM FASTENING '/" COX PLYWOOD ROOF SHEATHING, ° %" GYPSUM ) 2"x8" SYP NO2 FLOOR a R +� " i NAILS FASTEN w/ 8d RING SHANK COMMON DRYWALL CEIUNG JOISTS 0 12" O.C. " P �i { �" ' ' / 3"x3pl PLATE WASHER TO 6"x6" P. T. SYD NO. 2 POST WITH tl2sa p WIRE NAILS ® 4" O.C. EDGES AND 1 c SIMPSON THA422 (3)1.]5"x14.0" 1.9E MICROhAM v, AND HEX NUT 12 6" D.C. FIELD. ADJUSTABLE TRUSS HANGER LVL FLUSH FLOOR BEAM s! 4 . 5/A "0 x16" HEX HEAD LAG SCREW ra Cp "- - 2"x4" 8'-0 SVP No.2 LATERAL e I1; n f mawill 2"x6" SYP N0.2 SOLID 2"x6" SYP No.2 RAFTERS ® 24" O.C. J rr P ' BRACE ® 48" O.C. FASTEN DETAIL SEE ROOF FRAMING PLAN. FASTEN TO THIRD LEVEL FLOOR TRUSSES AT C5 'f 3-12d INTO EACH CEILING JOIST BLOCKING. FASTEN w/ 4--12tl tq 1P a"" npTOENAILS EACH END. 2"xB" PLATE w/ 2pcs 12d TOE-NAILS HTS30 2"x B" SYP NO.2 COLLAR TIES 0 24" O.0 S-1] SCALE: 1 '/" = 1'-0" EACH SIDE OF RAFTER UPPER LOET 6" $TEP-DOWN y 2"x6' SYP N0.2 CEIUNG 1"x4` SYP No.2 LATERAL \ ' 2"x6' BLOCKING ® 49" O.C. BETWEEN GABLE LEDGER. BRACES 0 40" O.C. 2"xfi" SYP No.2 SOLID BLOCKING. \ SECTION END CEILING LEDGER AND FIRST CEILING JOIST RAIUNG, HANDRAIL, AND FASTEN w 2 cs 10d COMMON FASTEN w/ 4-12d TOENAILS EACH END 3 .. 2"x6" SPF Na.2 BALLOON CD% PLYWOOD WALL / P O NERS SHEATHING POSTS AS PER ARCHITECTURAL WIRE NAILS AT EACH 6EILING .. ,, EXPOSED fi°x - 1 FRAMED STUDS 0 i6 0.0 / PLANS AND SECTIONS JOIST INTERBJECTION 6 TONGUE AND GROOVE -17 SCALE: 3/4" 1'-0" w S x ', .i SUITE SOFFIT.NAILS w/ 3-8d STAINLESS fd < m %"0 ALL-THREAD UPLIFT EL 8 T EACH RAFTER E o CONNECTOR ROD SYSTEM AT EACH INTERSECTION. ' J' [ _ q NOTCH TOPOFRAFTER Q y EL. TOP OF rno _ .. " -..� STEEL AI END OF SHEARWALL SEGMENT AND 0 4B" O.C. SEE LAYOUT - DRILL AND COUNTERSINK %" GYPSUM ATO RECEIOE EXPOSED nn ON SHEET 5-9 C ( 1 c %"0x12" HOT DIPPED DRYWALL CEILING 9 .. o /' T _ 1"x6" TONGUE AND ' v GALVANIZED LAG SCREW 2"x B" SW NO.2 CEILING JOISTS I. GROOVE SOFFIT LSLFz 2w a +1 /" STURDI-FLOOR SUB FLOOR PLYWOOD '• ( ( / FASCIA AND SOFFIT o g SHEATHING. GLUE AND FASTEN TO WOOD w/ 2"0 WASHER 0 16' O.C. FASTEN w 10 12tl q Cl TRUSSES W 10d COMMON WIRE NAILS \ �I / COMMON WIRE NAILS FROM EACH 2 - " AS PER ARCHITECTURAL AC n ® 4" O.0/EDGES AND fi" O.0 FIELD �\ , � �" STURDI-FLOOR SUB FLOOR CEILING JOIST TO RAFTER II OVER AN r*I PLYWOOD SHEATHING ODER /I / PLANS AND SECTIONS rt'i kk�Il �r < 14" SYSTEM 42 PREENGINEERED ARCHITECTURAL SOFFIT. 1pc SIMPSON HTS30C TWISTED X �/ ALL SIMPSON CONNECTORS IN ^ \ \ , ✓ v 1 i GLUE AND FASTEN TO WOOD STRAP AND 1pc SIMPSON H25A CONTACT WITH ACO PRESSURE 3.5•x5.5" PARALLAM q - ,W kJ ro FLOOR iRU55 ® 19.2" O GIs I ,I,`' DECK JOISTS w 10 x 3'/`, CUP AS PER UPLIFT CONNECTOR 7Ix8' P.T. SYP Mat TOP PLATE w/ PSL POST 3 't / V 1,,,{{/z"0 x 12" HOT TREATED LUMBER SHALL HAW ttytt SLOPE #2 SQUARE DRIVE DECK SCREWS SCHEDULE. WRAP HTS30C UNDER AND DIPPED GALVANIZED THE MANUFACTURER APPLIED a y W 0 6" EDGES AND 6" O.C. FIELD. AROUND 2"xB" PLATE. ` ANCHOR BOLTS xx/ Yx3"x'/x" PLATE -u.... D.C. "ZMAX' FINISH 8`x16" CMU OPEN BOTTOM LINTEL \\ WASHER ® 24' W `NON-NON1SIMPSON HTT22 BLOCK TIE BEAM w/ 2-#5 TOP AND AL DECORATIVE DRILL 10" AND EPDXY (lip" EAW DUTY TENSIdN 1- 5 BOTTOM, CONTNUOUS BRACKET AS PEfR ARCHITECTURAL s# /"0x12" HOT DIPPEDGVPSUM DRYWALL CEILING / ', ipc SLESSON HUC48 4`x8" P.T SYP N0.2 SCROLLED PLANS AND SEQ"TIONS GALVANIZED THREADEDTIEANCHOR w/ 3LS INJ STAINLESS STEEL COMMON WIRE NAILS INTO END DECK JOISTS C0 16" O.C, LOFT2 'x8" P.T. 1/ SYP 10.2 TOP PLATE CONCEALED FLANGE 2"x4" P.T. SVP N0.2 STUD3.5"x OS PARALLAM FACE MOUNT HANGER AND EACH SIDE OF 6"x6" POSTS I BOTTOM PLATE PSL POST. w/ '/"0 x HE HOT DIPPED 6"x12" P.T. SYP Nat DECK BEAM. GALVANIZED ANCHOR BOLTS w/ SINGLE 3'x8" P.T. SYP No.2 ' I zFASTEN TO Tx6' POST AL 2pcs2"x2 x'/ PLATE WASHER ® 24 O.0 SLEDGER A 2 ROWS LA ` SC HOT %"0x16` HOT DIPPED GALVANIZEDaDIPPED GALVANIZED LAG SCREWS 1 8 CMU WALL w/ ' ® 16' O.C., COUNTERSINK AND LAG SCREWS w/ WASHERS. SEE - y„ gg ��,c 1-y5 VERTICAL ® 40 0C PLUG DETAIL 1A/5-17 N ' Tq E� (CENTER IN CELL). GROUT ' � j �± SIMPSON FTT22 FOLD DOWN Z Z " J RD�M CELL SOLID w/ 3000 psi 1.25"x14.0" TIMBERSTRAND LST I 6"x6" P.T. SYP Nn2 DECK d O TTIn y ' CONCRETE GROUT EDGE BEAM I , POST w/ TRIM WRAP A5 PER TI I. AT INTERIOR PARALLAM POST f > I , CEDAR SHAKE SIDING � ' ARCHITECTURAL PLANS AND `e ! (� U) l SECTIONS A '1 xG e e" FLOOR SYSTEM DESIGN LOADS AS PER ARCHITECTURAL I 4 PLANS AND SECTONS - s Q DETAIL U) w Z. (ti} FLOOR DEAD LOAD = 2opsf A` SIURIJI-FLOOR SUB FLOOR -D SCALE: NTS J h rl FLOOR LIVE LOAD 40psf ipc SIMPSON HUC48 -Y1-r PLYWOOD SHEATHING OVER Q 1� ° � i I111'IJ ( STAINLESS STEEL I .. ARCHITECTURAL SOFFIT. ('.. BALLOON ALL SE J Lu 1 1, 32-16d COMMON } ' CONCEALED FLANGE GLUE AND FASTEN TO WOOD 8" CMU WALL SEGMENTS Q• J W GYPSUM DRYWALL ON FURRING FACE MOUNT HANGER DECK JOISTS w 1 1 ( w/ 2-#5 VERTICALS WIRE NAILS G w AS PER ARCHITECTURAL PLANS I I I ' I # 0 x 3 /", W H -- F OOR T M O N OAD ' / 3000 pill pgRALLAM PSL INTO POST yl � y iT 1 I #2 SQUARE DRIVE DECK SCREWS EACH CELL. GRq'UT ALL 1 ROW 10d COMMON WIRE / ` 1 ® fi" EDGES AND 6' O.C. FIELD. FLOOR DEAD LOAD = 20psf CELLS SOLID w 4 T3.5"x55. 20E NAILS ® 4" O.C. %" O FLOOR LIVE LOAD = 40psf CONCRETE GROUT( HTT22 j �� DRILL AND COUNTERSINK e/' STURDI-FLOOR SUB FLOOR PLYWOOD J" �� ipc %"0x12" HOT DIPPED STUDY POST SHEATHING. GLUE AND FASTEN TO WOOD �//1( 1 ( 1�J I . GALVANIZED LAG SCREW 2"x4` P.T. SYP Not •0x12" HOT DIPPED _ r f III TRUSSES W/ 10tl COMMON WIRE NAILS ( / ( II \ �J� I ',. w/ 2"0 WASHER j BOTTOM PLATE GALVANIZED THREADED STUD, { 2 a 11 URRING f04" O.C. EDGES AND 6" O.C. FIELD / i/ f F 4•x8" PIT SYP No.2 SCROLLED /x AS PER ARCGYPSUM HITECTURALL ON AL PLANS -,N.,:! \ � ; 8 STRUCTURAL NTIO GRADE BEAM EPO%IED x END DECK JOISTS 0 16" O.C. I CONCRETE SLAB - F 4 Al ' _ - AND EACH SIDE OF 6`x6" POSTS EL. +19. 33' NAVD - "1 ^i 1 ROW 10d COMMON WIRE { d 1 1 II < ..SLOPE ! NAILS a6 4" O.C. TO OFPrJ,_ , rXI M a 12" " - FASTEN 6' x6 POST TO °/' STURDI-FLOOR SUB FLOOR PLYWOOp I ,l ) a (+20.913' NGVD CONCRETE BEAM w/ ipc SHEATHING. GLUE AND FASTEN TO WOOD ( g SIMPSON CBSp66 SDS2 TRUSSES W/ 10d COMMON WIRE NAILS i z_ SINGLE `O 4r1E d., t -- - -- , I EMBEDEDBEAM HOT E OSA BVASEZED ® 4" O.C. EDGES AND 6" O.C. FIELD LEDGER w/ e '9h8 SHOT YP o2 . . REINFORCED w/ 3GRADE #6 ETOP AMIDa `. , n DIPPED GALVANI 3-06 BOTTOM w/ #3 STIRRUP`S W „ y1 i6" SYSTEM 42 PRE-EINGINEERED v ( ' ]LEO ANCHOR '� 41 FLOOR TRUSS ® 19.2 0 C CONCRETE VBEAM BEYOND EL. +29.67 NAVO ' BOLTS w/ 2"0 *ASHER 1 -0' # ® 12" O.C., FULL LENGTH! OF SPAIN m Ip r s 1' x4" SYP Nat LATERAL BEAMS w ipc TOPTOP O� - -- ® i6" O.C., STAQGERED Q r /e" GYPSUM DRYWALL CEILING _ 6"x12" P.T. SYP Nn2 DECK BEAM. TC 1 d Nt _ rte. a 16•i 16"i 16"t 13"t Q BEAMS A STEELCANTILEVERED 0612 TE , INTERIOR PARALLAM POST J � S � JX� a71I 9 UNTELMBLOCK OPEN h , f FLANGE HFASTEN OELIMPSON HUC612 FLARED CEDAR SJIDING AS PER 1 BRACES ® 48` O.0 �� C ARCHITECTURAL FPLANS Will co1cEALLo AT INTERIOR GRADE BEAM 11��q ` 1 16" SYSTEM 42 PRE-EINGINEERED 8`x16" CMU OPEM BOTTOM m � � IF r M1 'I ° ,(� w/ 2-#5 TOP AND 1 #5 SINGLE 3"xe P.T. SVP Nat LEDGER FLOOR TRUSSES LINTEL BLOCK TIE BEAM �DETAI L ( {P, 4 g iV BOTTOM, CONTINUOUS W/ N "0x8" HOT DIPPED GALVANIZED Al 2-#5 TOP AIND 1_ I JI I) 1 ; , I 1h THREADED STUDS 016" D.C., STAGGERED. 5"x6" P.T. SYP NOZ %" GYPSUM DRYWALL CEILING ( BOTTOM, CONTINe,It0U5 -17 SCALE: ^/" = 1'-0" )V +±rf 1 ;, 7 � uJ:. . , 8" CMU WALL w/ DRILL 6" AND EPDXY INTO B" CMU. DECK POST sxmw en 1 1-#5 VERTICAL CD 40" O.0 r 1"x4" SVP No.2 LATERAL ( PAINTED THIN B WK ')L S NON-STRUCTURAL DECORATIVE BRACKET AS 1pc SIMPSON CBSp66-SDS2 BRACES 01 O.0 . RICH VENEER AS PER ARCHITECTURAL ael�m L` . ,4 I. (CENTER IN CELL). GROUT PER ARCHITECTUMAL PLANS AND SECTIONS PLANS AND SECjIIONS 1r r HOT DIPPED GALVANIZED �CTURAL y v Ia n r CELL SOLID w/ 3000 psi EMBEDDED POST BASE. FASTEN 'BI➢G PERMI1GRllH T Tn I CONCRETE GROUT PAINTED THIN BRICK VENEER w/ 14- /. "0x2" SDS SIMPSON HOT Ll 5 FA atfL4 AS PER ARCHITECTURAL DIPPED GALVANIZED SCREWS. { i T PLANS AND SECTION$ rY y" r 4,y ., 3">16" CAN �. rsrialweoweL ipxmssmrnmawxmx4lr� FUI!sa nexle,®x Eff-0% ' p' WALL SECTION AT EAST BALCONIES CONCRETE BEAM BEYOND : , WALL SECTION AT TOWER I 4 "no �Ri m»I w�o[6px�i pl'sam u 2 uo olre+srnxruxlsrovmxscwollexwrnne.xeocutm (�/yb SECTION r2 SECTION -17 SCALE: 3/4" = 1'-Q^' CBSQ66-SDS2 -17 SCALE: 3/4" = 1'-0" 1, ty�coewriexle.WocunoxoluW eeasf�ecreoulov�lxuee plglglollpyG� [ AA }I LTeN�M�WMSEWy S-17 �e22 i' J wmreOlxweatxevmrixoenlwyonsraweaxa.wo amo0xnus OlXE�0.�61RICpeCSMlXIIRImIXXO1E�QxGIxM N.VHCPPMM£ .VLRLWAIICllICx,F ! ,r,+ y4exAAY 'APNF i+RR FLPE AM 1 q I I I *` + •�Nweedx!!A!!F-+' stlY'RSs ..re. I , .,. ,... ..�,,:.,,.. , r..,.,r+wi wenm __ _ _ �_ ___ _- __- -_. _. - _f . _ BALLOON FRAME GABLE END WALL w/ BALLOON FRAME GABLE ENO WALL w/ CANTILEVERED 16" SYSTEM 42 I� I 2"x6 SPF NO.2 S11JDS 0 16" O.C. 8" CMU w/ 1-#5 VERTICAL 0 32" O.G PRE-ENGINEERED FLOOR TRUSSES ® 16" O.C. a d np 2pcs SIMPSON CS16 NOTE: INTEGRATED STRUCTURAL MULLS B Isl f' •lµ{ STRAPS (TYPICAL) ARE WITHIN THE WINDOW SYSTEM AND !� + } 1- 5 VERTICAL FIRST 1.25"x16A" TIMBERSTRAND LSL {.1 TWO CELLS THIS ARE THE RESPONSIBILITY OF THE SOLD BLOCKING IN-BETWEEN FLOOR . r JI Ipc SIMPSON 1J5"x16.0" 1.9E MIQROLAM SINGLE 2"x10" P.T. i { INSTALL 2pcs 2"x B" P.T. END OF WALL SEGMENT WINDOW MANUFACTURER FOR CONFORMANCE TRUSSE6. FASTEN TO EACH THA422 ADJUSTABLE LVL EDGE BEAM. FASTEN TO SYP No.2 LEDGER w/ �` y� SVP NO.2 STUDS AT 8" CMU WITH WINDOW/DOOR DESIGN PRESSURES PREENGINEERED FLOOR TRUSB w/ TRUSS HANGER EACH PREENGINEERED FLOOR s IP • yij ��' WALL INTERSECTION. SEE ( 1-k5 VERTIICAL EACH IN DETAIL 3/S-8, SIMILAR - x8 SW-2 2 2Q SEE DETAISIDE OF L �N 5G,].. ..... 1 - 5 VERTICAL IN TOE-NAILS,OTOPO AND WIRE BOTTOM, (TYPICAL) BARE NAILSTRUSS w/ 20 3"O.FORMS �Bd COMMON BOLTS GALVANIZED ® 16?AONI ANCHOR I -- / k EACH END (TYPICAL) jP 1 1-k5 VERTICAL FIRST 3 2 3 2 x8 EACH CORNER, STAGGERED 1Y TWO CELLS EACH END i (TYPICAL) .__ _ �Fryr � V 1BLOx16.0" TIMBERSTRAND LSL ---- _ __ ___ ___ '� l 12"wide 8" CMU q ry 1. � 1 .. SIDES OF OPENING,VERTICAL SOP EENG NEEREDNFLOOR FASTEN TRUSSTO AwH r a TIE BEAM BELOW I OF THIS WALL SEGMENT 1 I If INSTALL 2pcs 2"x B" P.T. / _ - DSL 2"x10" P.T. I Y SYP 140.2 STUDS AT 8" CMU __. .. -. _ .T SEE DETAIL 1/S-7 2-i6d COMMON WIRE NAILS 'o Yv SVP No.2 LEDGER w/ I WALL INTERSECTION_ SEE 3 S TOE-NAILS, TOP AND BOTTOM, 1 8" CMU WALL w/ 1-k:i - ROgi 61RBER m °/s"0x1°" HOT DIPPED ti y MIOAL ♦ EACH END DETAIL 3/5-82 SIMILAR r w 5FILLED 1 ES OF OPEN® 40-GAC"O C EACHSPREENGINEERED MICROLAM GALVANIZED ANCHOR FS Ip[ 5i 9 I I _ VERTICAL IN CONCRETE: x coil BOLTS 0 16" O.C., ¢I / ! x `I m 4 k LVL EDGE BEAM. FASTEN TO SMON pTAGGERED r`7fJ) II •• it x11 +I 2 n - SON SEE DETAIL 1/5-7 TRU55 w/ ARE ROWS AILS ® 3�D.C. m m THA422PADJ LU5210-3 w qIUDS AT ROOF _.._ �. __._________.p . ADJUSTABLE - ' : . r 11 BEARING Er N0FRAME o2 2p S BEAM BEARING �` ( BEAM BEARING ROOF R 3pcs 2"x6v SEE No 2 " _� I r ,2 ® iTHAIHAP GER m Q,o i'i TRUSS HANGER (TYPICAL) SVSIEMLDESIGN LOApS: S STEELSS a IIu�i I � )� �� Lj ( )z lool w0 I 2Pcs SIM mwH 1 I72� D-aoa clao[a.. m a pc DESIGN DEAD LOAD = 20 PSF C7 1 1 BELOW - DESIGN LIVE LOAD = as PSF "y € 1 tNLN BELow HTS24 TWISTED _ po 2"x8" P T SYP N0.2 R 4 u 3 STRAPS TOFLOOR 1 I . i�f ," DECK JOISTS 0 16" O.C. s ,W r,4 GIRDER BELOW ": 'J. X B '." (TYPICAL) t a rm i� 4• I 1pc(TVT= O III FLOOR pI�Ea 'O m 4 nu o MOUNTHANGERSTEEL FACE A .r rc � _ y rt I I� 2 2pcs 5 fi5 AT ROOF STUDS AT ROOF No,21cAL 1 C�wI STEP 1pc SIMPSON ' - 'O ' - - I s^ GAP BETWEEFJI NEW IIS 1 c SIMPSON LU42B $ W n SEE No.2 cs 2"Nil SPF $I 0 (TYPICAL) (� } ill 2pcs SIMPSON CS16 I�RII InII �IOmryry��I ft XAM STRAPS (TYPICAL) ,\ EAM BEARING BEAM BEARING ' " ` '' T"AIHANGER 1p HOUSE STRUCTURE - (3)2"x1 Q". sal d } 1� rr �^ CELL, 2-kSCVERTICAL r 1J5"x16.0" 1.9E MICROLAM m "O ��- ID ' m-7RI INSTALL 2pcs 2"xb P T SECOND CELL. EACH a . m \ II - LUS2B DETAIL 3 S E SIMILAR .ry i 'I LVL EDGE BEAM. FASTEN TO R STSTEEL S SYP NO.2 STUDS AT 8" CMU SIDE OF OPENING, � `{ , EACH PREENGINEERED FLOOR i STEEL O2 neoxT O w/ WIRE NAILS 0 3" OTHA42�U55 SIMPSORaooR anoBR m TIE B AM BELOW Is S .2 WALL INTERSECTION. SEE SEE DETAIL 3/S ] '^ m TRUSS 2 ROWS 16d COMMON B HANGE 41cSIMPSON tI 11 IS 16 04y 7 �I •� n BLB3 -y e:e3 %L-_73 i I I 1-k5 VERTICAL FIRST _ 1_-0 BI As em - ;xlm i LJ LI _.._Cl ❑ -I ❑ „-__ E 1, y LIQ v y I I TWO CELLS THIS _ - X / -.:.` -- / .-__ __ _ . _ ' • ^T` 1 END OF WALL SEGMENT - i"' 'T`� r (3)2°xiO STSTEEL55 16"X16' CONCRETE DBL 2"x1°" P.T. SINGLE 2%10" P.T. Z ,COLUMN BELOW SVP No.2 LEDGER w SYP Not LEDGER w 12"x12" Cl 2"x6P.T. SYP NO.1 FASTEN DECK BEAMS TO yy.11 ✓Irg �Y 1-k5 VERTICAL IN 1-k5 VERTICAL IN °/"0x10" HOT DIPPED °/s"0x8" HOT DIPPED COLUMN BELOW DECKING w/ 2pcs 12"x12" CMU COLUMNS g55 EACH CORNER. EACH CORNER, k10 x 31/4", k2 SQUARE w/ ipc SIMPSON LTA1 1! i f _.._ _.,. GALVANIZED ANCHOR GALVANIZED ANCHOR (TYPICAL) _ .. _... _ 1 (TYPICAL) NOTE: CONTRACTOR SHALLL INSTALL TEMPORARY BOLTS m 16" O.C.. BOLTS 0 16" O.C.. 4 DRIVE TYPE 316 STAINLESS STAINLESS STEEL EMBED. a tCC777 I 1 -k5 VERTI AL EACH 1-k5 VERi1CAL EACH 1-k5 RTICAL EACH SHORING/RESHORING, AS REQUIRED, TO SUPPORT THE STAGGERED STAGGERED -1 STEEL DECK SCREWS AT EACH END (TYPICAL) In SIDE OF OPENING, SIDE OF OPENING, SIDE 0 OPENING, PREENGINEERED TIMBER FLOI TRUSSES, CONVENTIONAL EACH JOIST INTERSECTION Z 1111 6 i SEE DET IL 1/S-7 SEE DETAIL 1/S-7 SEED AIL 1/S-7 TIMBER FLOOR JOISTS, AND MICROLAM LVL FLOOR BEAMS aD ( C ` . PRIOR TO INSTALLING THE 8" CMU WALLS ABOVE FLOOR SYSTEM DESIGN LOADS: NOTE J BALLOON FRAME GABLE ENO WALL W/ WATERPROOFlNG AND W y 8" CMU w/ 1-k5 VERTICAL ® 32" O.C. DESIGN DEAD LOAD = 20 EST FLASHING DESIGNED > > 0 FRAMING NOTE: GENERAL DESIGN LIVE LOAD = 40 PSF BY OTHERS 0 LL CONTRACTOR To COORDINATE LTT20B HTT16 Z J ? ' W LOCATION OF FRAIMING MEMBERS Lu 0 W NOTE: SEE ARCHITECTURAL PLANS GARAGE HOUSE SECOND LEVEL AND HVAC DUCT WORK BASED GARAGE HOUSE SECOND LEVEL c� z k I 1 Ily AND WINDOW/DOOR MANUFACTURERS II ON ELECTRICAL FUTURE REQUIREMENTS FOR ACTUAL ROUGH 8 CMU WALL REINFORCING PLAN °°AT'°"S FLOOR FRAMING PLAN v a I'' w1 41 OPENING DIMENSIONS. NOMINAL T 71/^ Q W ' DIMENSIONS SHOWN FOR GENERAL SCALE: 1/4" = 1 '-0" NOTE: SPLICE ALL MULTI-PLY SCALE: 1/4" = 1'-D" (a� Lu �#( LAYOUT. 1 ALL INTERIOR LOAD BEARING WALLS SHALL BID CONSTRUCTED w DECK BEAMS TOGY=THER w/ - ALL GARAGE HOUSE FLOOR TRUSSES SHALL BE 16" SYSTEM 42 ° III I ) / 4 ROWS 12d STA114LESS STEEL 2"x6" SYP No.1 CAP RAIL I DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS RING SHANK COMMON WERE PRE-ENGINEERED FLOOR TRUSSES 0 16 D.0 U N 0 4 1 FRAMING N07:CONTRACTOR TOGCOORDINATE 2) AENERAL L ROOF HEADER BEAMS SHALL BE° SYP I AS OM PLATE, INDICATED NAILS ® 12" O.C., EACH LAYER ALL DECK BEA S SHALL BE 2"x- ALL DECK JOISTS SHALL BE B0""PPTSEYE NO2 VERTCALS 0 51/2" O.C. 2"x4' P.T. SYP No.2 _ � LOCATION OF FRAMING MEMBERS - ALL FLOOR EDGE BEAMS SHALL BE 2.OE MICROLAM ILVL BEAMS TOP RAIL (4" CLEAR MAX.) WITH HVAC PICT WORN AND BRACE BOTTOM CHORDS OF AS MANUFACTURED BY TRIS JOIST MacMILLAN OR E®UAL y pl , ® INDICATES FINGER FRAMED PRE-ENGINEERED FLOOR TRUSSES 2x4' P.T. SYP No.2 6"x6" P.T. SYP No.2 POST ELECTRICAL FIXTURE LOCATIONS. EXTERIOR BEARING WALL w/ 1"x4" SYP No '2 LATERAL INDICATES 2"x6"INTERIOR BEARING WALL MIO RAIL EXTENDED FOR HANDRAIL INDICATES TIMBER FRAMED BRACES ® 48" 0 C FASTEN w/ 2"x4" P.T. SYP No.2 } NOTE SPLICE ALL MILT-PLY INTERIOR BEARING WALL 2pcs 10d COMMON WIRE NAILS AT ="= INDICATES INTERIOR HEADER BEAM BOTTOM RAIL 2x6" P.T SVP No.2 DECKING w q MICROLAM LVL FLOOR o INDICATES 1 c SIMPSON LTT20B yp jj( EACH TRU55 INTEIRSTECTION p INSTALL 2"x8" P.T. SYP No.2 DECK [ 2pcs-#10 x 3 /4", {j2 SQUARE 1 r pl)I I „ BEAMS/HEAPERS TOGETHER w/ INDICATES HEADER BEAM DRIVE TYPE 316 STAINLESS ' 1 5 ROWS 16A COMMON WIRE ♦ INDICATES SIMPSON HTTi6 JOIST TIGHT AGAINST 6"x6" POST. STEEL DECK SCREWS AT { NAILS ® 12" O.C., EACH LAYER GL- INDICATES 8" CMU GARAGE LINTEL FASTEN w/ 6-12d RING SHANK EACH INTERSECTON It)` BEAM AS PER DETAILS ON SHEET 5-20 INTERIOR PARTION WALL STAINLESS STEEL NAILS. f� I 5 NOTE: SPLICE ALL MULTI-PLY 2"x6" SPF No.2 STUDS }M I SW- INDICATES '/z " COX PLYWOOD (3)2"x10 P T SVP Na 2 11 HE� I }i rfu HEADERS TOGETHER w 4 SHEARWALL, SEE SHEARWALL 3p<s 2"x6" SPF Nat STYPES a k / 12"wide DECK BEAM FASTEN TOGETHER W O ROWS 12d COMMON WIRE NAILS SCHEDULE ON SHEET S-9 AT ROOF BEAM BEARING m � id It ( ipc SIMPSON LUS210-3 CONCRETE BEAM //// w/ 4 ROWS 12d STAINLESS 0 12" O.C., EACH LAYER 2"x6" SYP No.2 BOTTOM PLATE STAINLESS STEEL FACE 2"x B" P.T. SYP No.2 � STEEL RING SHANK COMMON Q p X INDICATES 1pc SIMPSON HTS24 TWISTED STRAP OR C516 COIL STRAIN) 2pcs SIMPSON HTS24 T'M6TED MOUNT HANGER. FASTEN w/ DECK JOISTS ® 16" O.C. WIRE NAILS ® 12" O.C., i STRAPS FROM ROOF SUPIRORT 8-16d COMMON WIRE NAILS 1pc SIMPSON LUS28 EACH LAYER i p0O TO FACE (I 1.25"x16.0" TM®ERSTRAND LSL SOLID 2"xfi" SPF No.2 SPRAPM®S32" D.C.ON FROM n FLAT TRUSS..BELOW OR GIRDER TAPCONS INT0112"'GONG CONCRETE 1/+"0x23/4" B BEAM STAINLESSSTEEL HANGER IN W = < J ,ph A BLOCKING IN-BETWEEN FLOOR TRUSSES. STUDS 0 16 O.0 UPPER 2"x6" WALL SWDS mil n 1pc SIMPSON LTT20B w / I/"0 x 10" TO LOWER EDGE BEAM. GARAGE HOUSE DECK FRAMING s ? o HOT DIPPED GALVANIZED ANCHOR BOLT (1)2"x6" SVP Nat BOTTOM "\' b (3)2"x10" SYP No.2 ' PLATE FASTEN w/ 2 ROWS a I DECK BEAM SPLICE _ .$ NN SECTION I . 12d COMMON WIRE NAILS TOGETHER w/ 4 ROWS ✓%L 111 12d STAINLESS STEEL SCALE: CCK r / RING SHANK COMMON WIRE cxxsrtn er 8 11 < 1.75"x16.0" 1.9E MICROLAIM °/" GYP SUM J 16" SYSTEM 42 NAILS ® 12" O.G, 1'I" LVl EDGE BEAM FASTEN TO DRYWALL CEILING PRE-EINGINEERED EACH LAYER ' wre n BIDG PERWT iR]ll11 1kc. vl EACH PREENGINEERED FLCAOR FLOOR GIRDER TRUSS r I . j - TRUSS w/ 2 ROWS 16d COMMON 1k'=1'tl PPP WIRE NAILS m 3 O.C. I. ,reePPwpepEpPsalleoroBPxoaawl�vmmmsmrrowos xmasw 1� 1 '+P ---- ----.---- ROOF SUPPORT STUDS TO (3)2"x10" DECK BEAM TO +� E71L96 �xnx®xutnmmssamnaaa MOMrvsmos. , y �° • ,� t2"xis" cMu OPEN CANTILEVERED FLOOR TRUSS FLOOR GIRDER CONNECTION 12"x24" CONCRETE BEAM CONNECTION :. ,.Bmlxnnom�amerwarnlBeu�o®xlmlxPpmmwce Y . 1 BOTTOM LINTEL BLOCK I/x" LUX wnxeacllpxSAwwer£latvlxnuuosxd Lmmroxsuwxro . ,.//,I�//T IBrz12t1f • 3 + TIE BEAM W� 3-k5 TOP AND PLYWOOD Awolrelslwwlu�'rovmmsrArotl•wanlaLeAssoculm ' / (X.� ( I ° I CEILING S1SECTON 3 DETAIL WmAMxiwxM• wxBpxvo ,mwx. ��. \\ ,p1111Y � 3- 5 BOTTOM. CONTINUOUS/ DIAPHRAGM FILS2- CIxIB10xx311 x4111B k T 4 s. nEmawxpn.woclrmnow.vBeui+erucleowloTleiauss p is IR 7 w/ k3 STIRRUPS 0 8" O.C. _ _ _. -i SCALE: /" = 1'-O" 1 SCALE: %{" = 1'-D" -1 SCALE: N.T.S. xoimau�soxroTllBo[awxxloxafxnnoraxemsmm¢ caauLMparwcwausxsP•a ��PI O � �•1 } ,+,ui �� ( anmlucm�Mertxpr�axw��wsrwsuBuxmuo xmaxmuAwr.B ' v L IA uumxnuEsual,Bwaamo Px4 fLPE.PYA . I I ' I 11 { t yl x LaM , In u {, . ! 1 t I b I k yl �^ I 2'x6' SVP NQ2 OUTLOOKERS 0 24 0 C �� COX PLYWOOD OVERFRAME w/ 2' x6 SVP e FI ) ' - ROOF SHEATHING No.2 RAFTERS 0 24" OC fqqqY w/ 2'x6" SYP No.2 COLLAR 2x6 ' SYP NO.2 3pcs 2"x6" BALLOON FRAME GABLE ENO 1 ROW 8d # 2'x6' SVP NO.2 RAFTERS 0 16" O.C. RfING SHANK TIES W/ Bpcs-12d COMMON 1 . 11Y f 111 SOLID BLOCKING SPF N0.2 WALL w/ 2"x6" SPF NO.2 CCJMMON WIRE i P w/SCROLLED RAFTER TAILS WIRE NAILS EACH END 0 24" OC. .' ' +fid 0 24" O.C., STUDS AS FULL HEIGHT STUD$ 0 16" O.C. NAIL$ 0 3" O.C. I:Q' 2"x8" SYP No.2 LEDGER, FASTEN 3 SPACES BACK KING POST ( ; ' 2"x6" SYP N0.2 OUTLOOK�RS 0 24" O.C. 01 LEDGER TO OF THRU PLYWOOD DECK it i+ I'Fi ED ROOF ` I , A o DI 2WASHE S DECK SCREWS wIN 1" jl _ o o %o - DIA. WASHERS AT EACH RAFTER INTERSECTION �')Ji .. _ t ` : %n < ® }. (>W _ [ xv' . LOWER 2"r{I O" ROOF 8P Bdx %z SIMPSON COMMON WIRE �I ¢ LUS210-3 q - - - _ _ RAFTER � i6" O.C. NAILS FROM RAFTER o 1:YlII 2°x8 3 2x8 F _ r ® G TO LEDGER c f OVERFRAME w/ V. r ' e 1 2"x6" SYP No.2 � 0 9 � Ib 2"x6" WALL w III " I } ww RAFTERS 0 24" o.C. _ � 4 FRAMING LEDGER DETAIL AT GARAGE OVERFRAMING RAFTER e 2"x6" SYP N0.2 DETAIL H25A g z C1 _ m 2 cs SIMPSON WI 3/. _2 i o o ° CEILING JOISTS -19 SCALE: 3/4' = 1'-0" n* n l 1 d nIF 2'x6" SYP N0.2 z " - - c a d z pc mg ° GARAGE/CONNECTOR UPLIFT CONNECTOR SCHEDULE 5 a RAFTERS 0' 16' O.C. '� y .. _ � � 3z to RAFTER 3pcs z"x6" SPE Nae 'x -ii MEMBER SUPPORT SIMPSON CONNECTOR �' o a" o - MOUNT HANGER a --. SEE STUDDETAIL 4/SS AS KING P19T a L fC GARAGE (ROOF RAFTERS: DOUBLE TOP PLATE 2)MTS12, SEE SECTION 2/S-12 � � >r �" UPPER CUPOLA ROOF FRAMING PLAN ° ';, -V PREFABRICATED SUPPORT 2"x8" PLATE (i)HT530C ANp (1) H2.5A/ SEE BRACKET BELOW SCALE. 1/4" = 1'-0" SECTION 1 /S-20 R: HEADER BEAM l))(2 MTS12 (TYPICAL 3 LOCATIONS) c7 i o: ID _ _ -- -UPPER CUPOLA ROOF FRAMING: CONVENTIONAL 2"x6" SYP NO.2 RAFTERS 0 16" O.C. RIDGE BEAM 2 A35, �w > " I w/ 2 'x6" SYP Nag CEILING JOISTS 0 16" O.C. (4)2"x10" HEADER 2 A35, SEE SECTION 4/S-20 z `-� s i 1 - CEILING A(OISTS: UPPER RAFTERS 10-12d NAILS EACH END, SEE W SECTION 2/S-20 Q - " � � 32 1D RAFTER " " (1)H2.5A, BEE SECTION 2/5-19 4t t I x m n. 2"x8" OUf7RIGGERS: DOUBLE TOP PLATE RIDGE BE1AM: SUPPORT STUDS ((2)HTS24 �� C 8" CMU WALL (1) MGT, SEE DETAIL 3/S-19 5 - rtlYYl x s Im a - KING POST (2)HTS24, SEE DETAIL 4/S-19 y •) 11^ RIDGE BEAM SUPPORT GARAGE FLOOR (2)HT524, SEE SECTION 2/5-18 �0 V (<i n 3'i my 3'i 1pc SIMPSON H2.5A CLIP AT STUDS' ORDER TRUSS BELOW 6 y@p( KING POST TO l I^/ a` I` AI 8" CMU WALL w/ EACH OUTLOOKER TO 2"x8" PLATE ' 2 i 1pc SIMPSON MGT, '/z " CD% PLYWOOD ROOF SHEATHING, - 2"x6' SYP N0.2 2"x6" SYP N0.2UEPEEF MINGt ' II .. :. I ' SEE DETAIL 4/5-19 FASTEN w/ Ed RING SHANK COMMON OUTLOOKERS SOLID BLOCKING CUPOLA (RAFTERS: DOUBLE TOP PLATE 2 H2.5A w ' ,45. .tt O Q'•41 I ' "F _I WIRE NAILS 0 4" D.C. EDGES AND ® 24" O.C. GABLE END BRACKETS CORNER HIP RAFTER (1)A35 R9 W AS I ' A 4 12d 6 OC FIELD. 4-12tl PLANSR NDCSEBTIONSAL CEILING J 1 ' I OE (GISTS: CUPOLA RAFTERS 8-12d NAILS EACH END - NAI NAILS A CUPOLA 41P RAFTERS: DOUBLE TOP PLATE (2)H2.5A - ! l } f 2"x6" BLOCK __ FASCIA AND SOFFIT II i� 5 0 X-BRACE 2 0" AS PER ARCHITECTURAL DBL TOP [PLATE: CUPOLA 2'x6" STUDS (1)SPH6 0 16 O.C. PLANS AND SECTIONS 2"x6' SVP N0.2 RIDGE BEAM TO 2"x6" SYP N0. OVER A p°x6" FASCIA ( ) 511 SOLID BLOCKING 2 8" CMU WALL w/ OUTLOOKERS 24" D.C. 4-12d - CUPOLA 3'xfi" STUDS HEADER BEAM OR WALL 1 MSTA24 STRAP 0 32" O.C., SEE 333 y, 111 0 24" O.C., 1pc SIMPSON MGT, TOE NAILS 2 12d FRAMING BELOW SECTION 4/S-20 Z I -1 -BALLOON FRA E0 EACH END, 2"x4" SYP N0.2 j 2"x8" P.T. SYP No.2 TOP - i. I ' 3 SPACES BACK SEE DETAIL 3/S-19 ENAILS / TYPICAL ZONWNTIONAI DOE OVERFRAMING' 8" CMU GABLEFROM BLOCK X-BRACES EA SIDE t PLATE w/ '/x 0x10" HOT g 2'x6" SYP NQ2 OUTLOOKERS 0 24" O.C. END WALL TO RAFTER 0 48" O.C. , / f DIPPED GALVANIZED ANCHOR OVERFRAMING RAFTER: LEDGER ((1))H25, SEE DETAIL 1/S 19 d BO4-12dLTS w/ 2"x2"x'/s" PLATE RIDGE BEAM (1)A35, SEE DETAIL 4/S-14. SIMILILA W III SII f FRAMING NOTE: GENERAL NAILS _ WASHER 0 24" O.C. (NOTE: 13NLSTALL OVERFRA ING LEDGER BOARD TO RA TERS w/ 2 ROWS Z Z I CONTRACTOR : COORDINATE 1pc SIMPSON H25A HURRICANE 10 x 3 // DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) LOCATION OF FRAMING MEMBERS GARAGE HOUSE ROOF FRAMING PLAN „ CUP AT EACH OUTLOOKER TO PLATE GARAGE kOUSE FLOOR FRAMING: O N .. III t WITH HVAC DUCT WORK AND - 1 GARAGE FLOOR TRUSS: 2"x8" PLATE (1)LTT20B, SEE SECTION 1/S-18 = ( ~ tt 8" CMU/CONCRETE RAKE BEAM ( ) Ir ELECTRICAL FIXTURE LOCATIONS. SCALE: 1/4" = 1'-O" 2"RACE -0" SYP No.2 LATERAL \ lW V BRACE 0 48" O.C. FASTEN w/ i w/ 2-#5 CONTINUOUS DOUBLE WALL/BM LEDGER 1 THA422, SEE SECTION 2/S-6 (x� LLW A [ "N -GARAGE HOUSE ROOF FRAMING: CONVENTIONAL 2"x10" SYP N0.2 RAFTERS 0 i6" O.C. 3-12d INTO EACH CEILING JOIST 8" CMU BALLOON FRAMED GARAGE 0' 0 t 4 ' NOTE: SPLICE ALL 11.25" deep w/ 2"x8" SYP N0.2 CEILING JOISTS 0 i6" O.C. FLOOR 2"x8" PLATE (1)HTT16 3 yAl ' MULTI-PLY MICROLAM LVL ROOF 2"x8" SYP ND.2 CEILING JOISTS 0 24" O.C. GABLE END WALL w/ 1-b5 GIRDER TPUSS: Np 's 1 t. 1 RIDGE BEAMS TOGE1HEft w - INDICATES ROOF OVERFRAMING 2"x6" BLOCKING 0 48" O.C. (BETWEEN GABLE VERTICAL 0 32" O.C. a Q Zi 51a / L✓ BQDE FSIG7N_-LOADS GARAGE [Y 5 ROWS 16d COMMON WIRE END CEILING LEDGER AND FIRST CEILING JOIST 2 'x8' PT. SYP NO2 CEI NAILS 0 12" O.C., EACH LAYER - INDICATES EXTERIOR BEARING CONVENTIONAL ROOF FRAMING LEDGER. FASTEN w/ 2 ROWS 2 'x8" DE(.^K JOIST: (3)2"x10" DECK BEAM (1)LUS28, SEE SECTION 4/5-18 F"` ' WALL BELOW RAFTER DESIGN DEAD LOAD = 10 psf '�'0x3'�" MW TAPCONS 11' ____ RAFTER DESIGN LIVE LOAD = 20 sf (3)2"x10" DECK BEAM: 8" CMU WALL (1)LUS210-3, SEE DETAIL 3/S-18 I ,EI, NOTE: BRUCE ALL 3-PLY 2"x10" - INDICATES HEADER BEAM P 0 24 " O.C. 12'x12" CMU COLUMN 1 LTA1, EACH END i SYP N0.2 RAFTERS TOGETHER CEILING JOIST DESIGN DEAD LOAD = 10 sf YF • - INDICATES 1 c SIMPSON MGT R tlhpl Ii ! w/ 4 ROWS 12d COMMON WIRE p CEILING JOIST DESIGN LIVE LOAD = 10 psf PARTIAL WALL SECTION AT GABLE END FRAMING GARAGE w wNDow GO RS ) IPI I', I NAILS 012' O.C., EACH LAYER ■ - INDICATES POST OR KING POST SECTION HEADER TIO 3'_0" JACK STUDS �z)MAISTA24 EACH SIDE F HEADER 3,'_0 ' TO 6'-0" JACK STUDS h S j x - INDICATES 1pc SIMPSON HT124 STRAP -1 SCALE: %" = 1'-0" GARAGE W RING W UTILIZING N AL STRAPSCLIPS i ;I NOTE: SPLICE ALL MULTI-PLY DBL TOP TPLAIE: UPPER 2"x6" STUDS (1)SPH6 0 16" O.C, SEE ROOF HEADERS T®GETHER w/ a 4 ROWS 12d COMMON WIRE SECTION 2/5-20 I ' P4 I '7. NAILS a 12" O.C., EACH LAYER 1x6" STUDS: FLOOR EDGE BEAM (1)CS16 STRAP 0 32" O.C., SEE 1' RAKEEBEAM w/ 2D AND RN5 CONTINUOUS,ED CONCRETE UPPER 2" SECTION 1/5-18 AND 2/5-20 Ll" a MINIMUM THICKNESS 4" ABOVE S I fj y 1 2"xe" SYP NO �\ CORNERS OF MASONRY BLOCH 2"x8 ' PL Y t RIDGE BEAM SEE ATE: 8 ' CMU WALL BELOW /z 0 x 10" HOT DIPPED W G GALVANI A I.� - ZED ANCHOR BOLTS 1p`M m J BEND STRAP OVER 2 i75"X11.25 1.9E ROOF FRAMING PLAN u RIDGE BEAM MICROLAM LVL RIDGE BEAM, a ��Y" w/ 2' x2 xl/a" PLATE iF AS NEEDED SEE ROOF FRAMING PLAN, 1pc SIMPSON MGT-\ 2pcs SIMPSON H7S24 V•- WASHERS 0 24" O.C. t ; s/"0x18" HOT ipc SIMPSON MGT HEAVY DUTY TENSION TWISTED STRAPS a' 8' CMU BALLOON S G y }yl TIE ANCHOR w/ 22-10tl FRAMED GABLE END < O DIPPED GALVANIZED HEAVY DUTY TENSION COMMON WIRE NAILS INTO 3pcs 2"xfi" SPF No.2 p I ANCHOR BOLT TIE ANCHOR w/ 32-10d RIDGE BEAM. SEE UPLIFT STUDS AS KING POST WALL REINFORCING, ALL SIMPSON CONNECTORS IN J ni ` I r FORMED AND COMMON WIRE NAILS INTO CONNECTOR SCHEDULE SUPPORTING RIDGE a 32" O.C., BEND CONTACT WITH ACO PRESSURE W 1 ' III AI RIDGE AM. S BEAM AT BEARING OVER INTO RAKE TREATED LUMBER SHALL HAVE co ' . POURED CONCRETE BE EE UPLIFT s E f CONNECTOR SCHEDULE /¢"0x16" HOT Te\ �� BEAM THE MANUFACTURER APPLIED N i MGI RAKE BEAM DIPPED GALVANIZEDE "ZMAX' FINISH I. ' f tH:' 2'x8' PIT. SYP N0 2 8" CMU 8" CMU WALL (k 1. ANCHOR BOLT I I NOTE: DRILLED 12AND EPDXIED PLATE (ANCHOR GABLE END ALL SIMPSON CONNECTORS AT %x"0x16" HOT DIPPED GALVANIZED BOLTS NOT SHOWN WALL IF a f + III THREADED STUDS ARE ACCEPTABLE FOR CLARITY) `\ THE EXPOSED GARAGE HOUSE lLc i�, Jl { AS SUBSTITUTES FOR THE DECK SHALL S TYPE 304 3) t CAST-IN-PLACE ANCHOR BOLTS AT STAINLESS STEEL 8" CMU WALL, BI➢G PBiMR16Rifl1 EI THE 8" CMU WALL. SEE PLAN xxs 1 t Jy V Y =11 ' iH•°1'd I: : a �. txsssxusu�xorslx�mroxxawlwmexmtlexwnums . _ - EPDXIED DOWELS flC®w8FA1 ALL GRILLED AND E g wx N.ax6t + . BALLOON FRAMED GA sn - E11-015 I1 rv. JI t.,i SHALL BE INSTALLED WITH SIMPSON BLE END xuerlEoxsscnwemamrxwmroxlxamnTrremxe. STRONG-TIE "SET" TWO COMPONENT "MGT" HOLD DOWN FOR RIDGE BEAM HOLD DOWN FOR KING POST CMU WALL w / CONCRETE RAKE BEAM x. ,xc,awxxowxcsxsx,wealxerAE�xlo-lmx.WxomwcE EE EPDXY ADHESIVE OR EQUAL HIFS24 xMa[cnmlpfxeeas¢1mrxMalomlallLamraxeulaioe 10Q1/Ntt INSTALLATION SHALL BE IN 3 DETAIL 4 DETAIL 5 DETAIL 1°`a r ACCORDANCE WITH THE vmecauxmlpx.woanoxclukxaepau[creoerot�cnlx lig u" 7 MANUFACTURERS INSTRUCTIONS, S-1 SCALE: NTS 5-19 SCALE: NTS5-19 SCALE: 3/4" = 1'-0" xwwwetmxromeomlwrwoexEaquimlfaxucalmr¢ axpaTxcx siarnnuG�ympmf S•19ar l.L wlmaclxxear>xrxxlu oxxx LO.mrmxxoratun ��.4AAv�le • ,• OMFAHIxI1C111✓G$LBIICNmxHOR2 NG'OCHNLIExA?I,fICP619]m I, Him xl]iN1. MEN= i a, ' •�,� „ f u 9 p ROOF SYSTEM DESIGN LOADB t ( I '�' COX PLYWOOD ROOF SHEATHING, 15 'I" COX PLYWOOD ROOF SHEATHING, ( FASTEN w/ Bd RING SHANK COMMON 5" CONVENTIONAL ROOF FRAMING FASTEN w/ 8d RING SHANK COMMON 1 j WIRE NAILS ® 4" O.C. EDGES AND a 2" RAFTER DESIGN DEAD LOAD = 10 psf WIRE NAILS ® 4" O.C. EDGES AND oo r 3 )I RAFTER DESIGN LIVE LOAD 20 sR 1 1 Io }xr 14 6' O.C. FIELD. HTS30C PROFIyF_ P 6" O.C. FIELD. i) 2"x10' SYP Nat RAFTERS ® i6" O.C. + 3'/z' SEE ROOF FRAMING PLAN. FASTEN TO 10 10dx1'/ NAILS AT 12 2"x10 SYP No.2 RAFTERS ® 16' O.C. " �• ! +1E Ml 2"x8" PLATE w/ Zoos 12d TOE—NAILS H2.SA RAFTER AND 6-10dx1'/2 " —� '/z" SEE ROOF FRAMING PLAN. FASTEN TO + . 4 2"x6" TOP PLATE w/ 2 cs 12d +li )t EACH SIDE OF RAFTER NAILS AT PLATE. WRAP TOE—NAILS EACH SIDE OF RAFTER I HTS30 UNDER AND AROUND ` � 'C 11 ( II i Iy 1x4" SYR Nat LATERAL 2"x6" SYP No.2 SOLD) BLOCKING 2"x B" SILL PLATE'. �, 2pcs SIMPSON MTS12 TWISTED STRAP ^ iI �`�• '•'� 4 • r ,r, BRAC€S ® 48" O.0 FASTEN w/ 4-12d TOENAILS EACH END FROM EACH RAFTER TO SUPPORT Z S1@ S.S.t@ TS T20B Y tI FASTEN w/ 2pcs 10d COMMON E%POS€D 1"x6" TONGUE AND GROOVE 1"x4" SYP Nat LATERAL 2"x6' SYP No.2 SOLD BLOCKING. p WIRE NAILS AT EACH CEILING BRACES ® 48" O.C. JOIST INTERSECTION SOFFIT, FASTEN w/ 3-8d STAINLESS FASTEN w/ 2pcs 10tl COMMON FASTEN w/ 4-12d TOENAILS EACH ENO ti j STEEL NAILS AT EACH RAFTER INTERSECTION. WRE NAILS AT EACH CEILING 1"x6" - EXPOSED 1x6 TONGUE ss EL +4852' NAVIJ JL NOTCH TOP OF RAFTER JOIST INTERSECTION SOFFIT. FASTEN w/ 3-0K AND ESS M E 2 1 TONY s TO RECEIVE EXPOSED STEEL NAILS AT EACH RAFTER INTERSECTION. $ "" { tt /" GYPSUM '` 1' x6' TONGUE AND DRYWALL CEILING - GROOVE SOFFIT EL. +33.88' NAVDA ___ -- NOTCH TOP ®F RAFTER j TOPS - - TO RECEIVE [EXPOSED 2"x8" SYP N0.2 CEILING JOISTS 1 x/x° GYPSUM \ m . 0. ` ' ) FASCIA AND SOFFIT 1"x6' E SOFRIE pryp .. I �, ® 16" O.C. FASTEN w/ 10-12d AS PER ARCHITECTURAL DRYWALL CEILING rr COMMON WIRE NAILS FROM EACH 2 -0 GROOVE SOFk'IT 2"x8" P.T. SYP No.2 ' ID I d �E I CEILING JOIST TO RAFTER OVERHANG PLANS AND SECTIONS BRACE TOPS OF CEILING JOISTS w/ 2"z8° SW N0.2 CEILING JOISTS FASCIA AND SOFFIT —h— TOP PLATE w/ 1/2"002" O 1"x4" SYP Na.2 LATERAL BRACING ® 16" O.C. FASTEN w/ 10-12dAS PER ARC41TECTURAL U 8" CMU GABLE HOT DIPPED GALVANIZED tpc SIMPSON HTS30C TWISTED ® 48" O.C. FA TEN w 2pcs 10d COMMON WIRE NAILS FROM EACH 2'—G' LE h I4 4 U5 t / P PLANS AND %ECTIONS END WALL ABOVE ANCHOR BOLT w 3"x3"0/4 ' a E STRAP AND 1pc SIMPSON H2.5A 2'x8" P.T. SVP No.2 TOP PLATE w COMMON "R NAILS AT EACH CEILING JOIST TO RAFTER OVERHANG I / I ] 6( I CLIP AS PER UPLIFT CONNECTOR , / CEILING LOIS INTERSTECTION 1—#5 VERTICAL I// PLATE WASHER ® 24" O.0 1 ��8 SCHEDULE. WRAP HTS30C UNDER AND /z'+a x 12' HOT DIPPED GALVANIZED 1pc SIMPSON SPH. ® 16" O.C.Y/ ® 32" O.C. § . AROUND 2"x8" PLATE ANCHOR BOLTS w/ 3"x3"x'/4" PLATE SEE PLAN FORMED 8"X4"tl CONCRETE 1I 1 Ik WASHER ® $4" O.C. (2)2"x6" SYP No.2 TOP PLATE. *T� TIE BEAM W/ 2—�j5 TOP ( I1' I B"x16" CMU OPEN BOTTOM LINTEL SPLICE TOGETHER w/ 2 ROWS 10d 8"xe" PRECAST oI CONTINUOUS ^ ! , BLOCK TIE BEAM w/ 2—#5 TOP AND COMMON WIRE NAILS ® i6" O.C. CEDAR SHAKE SIDING LINTEL w/ 1—$5 JL 8" PRECAST m p 1-p5 BOTTOM, CONTINUOUSCONTINUOUS L 1 1/2- GYPSUM DRYWALL r�AS PER ARCHITECTURAL LINTEL w/ 2—#5 m i 1 i+ \ 1/z" GYPSUM DRYWALL ON FURRING PLANS AND SECTIONS CONTINUOUS E ' AS PER ARCHITECTURAL PLANS ^ 2"x6" SPF N0.2 STUDS ® 16" O.C. GL-3 GL-4 o t E CDX PLYWOOD WALL AT GARAGE HOUSE AT GARAGE HOUSE Q FIpOR Y T M D N OA D O SHEATHING FASTENED w/ GABLE END SECOND LEVEL S FLOOR SYSTEM DESIGN LOADS Ed COMMON WIRE NAILS FLOOR DEAD LOAD 20psf B ap U I� I FLOOR LIVE LOAD 40psi m FLOOR LEAD LOAD = 20psf 6 3" O.C. EDGES AND NOTES: FLOOR LIVE LOAD = 40psf 6" O.C. FIELD. EXTEND 1) FOR OPENING LOCATIONS, SEE ARCH DRAWINGS 3g E a k UPPER 8" CMU WALL w/ 1 #5 VERTICAL CEDAR SHAKE SIDING THA422 PLYWOOD WALL SHEATHINg 2) PROVIDE 8" BEARING EACH SIDE OF OPENING. 8 .h AS PER ARCHIIIECTURAL FLORIDA PRODUCT TO BOTTOM OF FLOOR BEAM 3 IN V II t(I� ® 40" O.G(CENTER IN CELL). GROUT PLANS AND SECTIONS APPROVAL $10447.22 �' STURDI—FLOOR SUB FLOOR PLYWOOD ) GROUT LINTEL SOLID w/ CONCRETE. � k CELL SOLID w/ 3000 PSICONCRETE GROUT ^ I SIMPSON THA422 ADJUSTABLE SHIEATHING. CLUE AND FASTEN TO WOOD ipc SIMPSON CS16 FLAT GARAGE HOUSE LINTELS ABOVE OPENINGS 3 ,�, I 1 e 1 ROW 10d RING SHANK COMMON 1–#5x48" VERTICAL DOWEL TRUSSES w/ 10d RING SHANK COMMON WIRE STRAP ® 32' O.C. FROM WIRE NAILS ® 4' O.C. ® 40' O.C., ALIGNED w TRUSS HANGER, FASTEN w/ 5 / 4–Tod NAILS INTO TOP OF NAILS 0 4" O.C. EDGES AND 6" D.C. FIELD UPPER 2"x6" WALL S1UD5; �\ DCTA I y %' STURDI–FLOOR SUB FLOOR PLYWOOD UPPER 8" CMU WALL TO LOWER EDGE BEAM. L ' \ L /1 L LEDGER AND 16-1Dd NAILS g REINFORCING 1.25"x160' TIMSERSTRANO LSL SOLID ( 0 ! 11 SHEATHING. GLUE AND FASTEN TO WOOD INTO FACES OF LEDGER AND 1 SYP –2 SCALE: %" = 1'-0' 6-16d NAILS INTO TRUSS BLOCKING IN BETWEEN FLOOR TRUSSES. PLATE. FASTEN w2 2 ROWI y W P R TRUSSES w/ 10d RING SHANK COMMON WIRE ' FLARED SHAKE SIDING AS PER / 2 ROWTS ��h III NAILS ® 4 O.C. EDGES AND 6" O.C. FIELD ARCHITECTURAL PLANS , 1pL1 SIMPSON LTT20B w / 12d COMMON WIRE NAILS YY + � n ;} CONCRETE2LIN ELD BEAM EL. +25.22' NAVDh GAL VANIZED OANCHOR (BOLT ®75""x16.0" 1.9E MICROLAIIQI Iii ,I f{ -, I EL +25.22' NAVD \1 A _ r 4 II .Ig TOP OF PLY DECK °p r? TOP OF 16"x24" CMU FOP OF PLS LA_ EDGE BEAM. FASTEN TO 1 - n < Ll1 A EACH PREENGINEERED FLOOR tl y 1O TRUSS w/ 2 ROWS 16tl COMMON WIRE NAILS 0 3" O.C. }{ �I EL +23 22' NAD _ 41 16" SYSTEM 42 PRE–EINGINEERED FLOOR BOTTOM OF 16 x24 CMU ' I 1 _.. CONCRETE (LINTEL BEAM y Z IF TRUSS ® 16 ' O.0 % GYPSUM( DRYWALL CEILING It I 12 x 24"d CMU CONCRETE \� C I ' ipc SIMPSON THA422 ADJUSTABLE TRUSS / 16SYSTEM 42 PREENGINEEREDOPE � COX PLYWOOD CEI/N[G 0 Q Fik ' Vt�l. HOR MU ANGER. INTOTEN w/ 6-16d TRU WIRE NAILS OMMON WIRE INTO 0d COMRE MON ANDN3–/�5 BOIFTBOTTOM IO/w/ 3 T PNTEL RECAST 2"x8' P.T. SIYP No., OP6PLATE ✓ -L COMMON. IRE NAILS PLANSRANDCSECTIONBAL W _ LINTEL HE BEAM w / ��AS U ES STIRRUPS WALL SHEATHING DER r I ' 1 eoOxB OE HOTODI PED SYR GALVANREDLEDGER ANCHOR ~' BOND EXPANSION o01D SEALANT 2'x2°x%LVPL GALVANIZED LWASHEftR® 240 C GL 2 j NON–STRUCTDURAL FASTENED w/ Ed DCOMMON WRE J BOLTS W/ f N, 9 tE !tIry' ! j` z BOLT w/ 2"0 WASHERS ® 16 O.C., STAGGERED f ARCHITECTURAL BRACKET NAILS ® 3 O.C. EDGES AND 1 ''/s"x1"x16"L STAINLESS 12 x16" CMU OPEN Y J ASSEMBLY DESIGNED U 6" O.C. FIELD Q Q IJ r I" ALIGN STAINLESS STEEL BOTTOM LINTEL BLOCK 1 , STRAPS w FILLED CELLS STEEL STRAP W/ (2) %e'd BY OTHERS 2'x6" SPF No.2 / TIE BEAM W/ 3—y5 TOP AND J ' ' l r, STAINLESS STEEL PINS STUDS ® 16" O.C. 1 IE 16"x16" CONCRETE COLUMN BEYOND ) TO UNDERSIDE OF 8"x16" 3- 5 BOTTOM, CONTINUOUS/ Ud . w/ #3 gTIRRUPS ® 8 D.C. NOTE: (1)2"x6' SYP No.2 BOTTOM ' k E BRACE BOTTOM CHORDS OF TIE BEAM ® 3D" O.C. WATERPROOFING AND PRE—ENGINEERED FLOOR TRUSSES (.� ppINTED THIN ®RICK VENEER ERL:D, 1<OZRENA OF FLASHING DESIGNED PLATE FASTEN w/ 3 ROWS 14 dL m w/ 1"x4" SYP No.2 LATERAL ( AS PER ARCHITECTURAL LEDSSES ( BY OTHERS '/' GYPSU 0112d COMMON WIRE NAILS 1r RAL Id DRYWALL ® 16" O.C. BRACES ® 48" O.C. FASTEN w/ PLANS AND SECTIONS `+ `I 2pcs 10d COMMON WIRE NAILS AT �..,,, '" w/ ( 1pc SIMPSON M"A24 FLAT 2pcs SIMPSON A35 CLIP EACH TRUSS INTERSTECTION HNI"gH GRADE OS AT_ STRAP FROM CUPOLA STUpSANGLES w 12—Bdxt'/z" I \ S ON TO (4)2"x10° ROOF HEADER COMMON WIRE NAILS, EACH j . I , III 8" CMU BREAK—AWAY \ i 16"x16" CONCRETE BEAM � 32" O.C. II 1� ( WALL PANEOD ROOF SHEATHINI L w/ \v` ( 4 2 x10" SYP NO.2 ROOF FASTEN XWPL1BNdlORING SHANK COMMON 12 n 1- 5 VERTICAL ® 32" O.C. COLUMN BEYOND O 3/ WIRE NAILS m 4" O.C. EDGES AND i1 HEADER BEAM. SPLICE TOGETHER ! i a (CENTER IN CELL) FILL , BREAK—AWAY 'OOFIN TNG GARAGE END WALL 1 � I REINFORCED CELL SOLID w/ WALL WATERPROOFING w/ 4 ROWS 12d COMMON WIRE BEVONp 6" O.C. FIELD. ee ( 3000 psi CONCRETE GROUT AND FLASHING AS PER NAILS ® 12" O.C, Eh1CH LAYER E k. I, P d Y .` 2"x10" SYP 16" I ARCHITECTURAL PLANS L +14.16 NAW 12 + ! n Itl C INSTALL 1' THICK SAND — J AND SECTIONS " SLAB s RAFTERS ® ifi" O.C. WO tt I , BETWEEN GRADE BEAM AND — R UNREINFONZCED 4 CONCRETE RECESS TOP IR SLAB /e " GYPSUM DRYWALL CODING m � 17 3 s . . g 5 VERTICAL DIOWEL PD 32" O.C., (+D7526 GE FNGVO) %" AS REQUIRED FOR Q = Fu. kFkFkFiF BOND BREAKER LAVER IN I ) BREAK—AWAY SLAB ON GRADE LAP 25" w WALL REINFORCING. OVERHEAD GARAGE DOOR O fj} EL +14.83' NAVD bL DRILL 4 AND [EPO%V INTO — INSTALL 1" THICK SAND q UNREINFORCED 4" CONCRETE THICKENED, UNREINFORCED, I[L. +14.83 NAVD h BREAK—A SLOPE J z < � II r BOND BREAKER LAVER IN J REFERENCE SLAB ON GRADE BREAK—AWAY GARAGE i . SLAB EDGE. REFERENCE BETWEEN GRADE BEAM AND J ` ' ' EL. +VARIESh SLAB ON GRADE BREAK AWAY SLAB ON GRADE W m 2 ` . I'1I �I — �` CONCRETE PAYER GARAGE HOUSE CUPOLA SUPPORT 1' row : x.. I-- 10�I (EL. +14.16 TO \ DRIVEWAY AS PER / m2O ^: * � f � EL. +14.33' NAVD) x -,,_l / • e i A ARCHITECTURALS SECTION iiiN888000 \ EL. +13.50' N VD \ \ EL +13.50 NAVE) M TOP OF GRAD - PRE FORMED NEOPRENE < \ / F B AME I u x TOP OF GRADE BEAM —2 SCALE: 3 4" = 1'—O" I� ,i m d (+1 a.6o NcvA) ( ) 1� NOTE: PROVIDE 2 p6 TOP a GASKET w/ ELASTOMERIC 1 +14.60' NGVD n Ei d SO CORNER BARS AND 16"x16° CONCRETE GRADE SEALNT BOTH SIDES, '� 16"x16" CONCRETE GRADE 2-q6 BOTTOM 90' CORNER BEAM w/ 2—&6 CONTINUOUS TOP, GLry 1 ' ,.x FULL HEIGHT OF WALL y BEAM w/ 2—b6 CONTINUOUS TOP, w� BARS AT EACH GARAGE 2-q6 CONTINUOUS MID. AND ./ IT &pG PERMIilarz1l11 - iV N 2—�'6 CONTINUOUS MIDDLE, AND GRADE BEAM CORNER 2" C EAR 2—�6 CONTINUOUS BOTTOM, AND 2" C EAR 2—#6 CONTINUOUS BOTTOM, AND �> ur=r �I. 1 TrFu, 1•_4• >(3 STIRRUPS 12" O.C. 1-p6 VERTICAL. FIRST 1'-4" 3 STIRRUPS ® 12" O.C. t 'II[a nsm.va¢exweoTasExceNPlwlcemx,lEmnmm fioxWar .mxur�e E11205 CELL EACH SIDE ' <� ✓ `{ d GARAGE HOUSE WALL SECTION ATE oFcoNTftoLJOINT. Ew„.NOaggres�NEoaxnE ' 0R1A11 j AST SIDE GARAGE HOUSE WALL SECTION AT OH DOOR n—_ FILL SOLID PATH CONCRETE /'� wlmeEClloxq.wa'Pw€rm xllXlwMOEe�Lam Fwenupe fll� y SECTION .1INAMN RISCNroxmisruio>Igrrto wmAuocuro �Z� . 0x0xa g SECTION ��L CUNTRDL )DINT d 'L g � � y3 � 1 �� MIMIMNMMH49Cmx098oE£ImMM. l i — AT BREAK–AWAY WALL • DEmLEviemauioawaxc1uvE�xeELEclmwamwLaE aMsroPxEx G IAM u8 1: –2 SCALE: 3/4" = t'-0" –2 SCALE: 3/4" = 1'–O" xmwawP0lxromssMMumePscFrAnMEIx Pe-nluwcE mxvulwogmuCrowLeax€€aL 999 WRXSECM E OF NE LMIM1M 0611x1 LOWS FM 9UWM1A M0 4XIOECEOU&SWE S�LOOF f�i -""..rl O11FP81RW'MEPMFMIMmINX01E]. IVIF FLPEE e .Iq I P {' ALL-THREAD CONNECTOR 2x6" SPF No.2 STUDS 0 16" O.C. C ANCHOR THREADED ROD CONNECTION SYSTEM a/4" STURDI—FLOOROD REE LAYOUT SSUBEFLOOR ANO5-9 PLER NUT HEX NOT TYPICALI BEADED Roo ANCHOR. ( ' DRILLED AND EPDXIED /e0 I � � a y rf The contractor shall utilize the all thread connection system as specified as follows: Shearwall All-Thread Connection System PLYWOOD SHEATHING. GLUE AND AND H'EX PLATE WASHER HOT DIPPED GALVANIZED fli j ' FASTEN TO WOOD FLOOR TRUSSES : 2' 2"x'/e" PLATE WASHER SEE GENERAL NOTES AND i Uplift connectors from the various preenglneered roof trusses, conventional roof The sM1earpoll all-thread uplift connection (SWATC) system. Is composed of one ye" w/ 10d COMMON WIRE NAILS (1)2"x6" SYP No.2 x AND COUPLER NUT DETAIL 1 /S-21 ( framing, conventional overframing, covered parch framing, and floor framing diameter 36 ksi all-thread rod that runs the full wertical height of the wall, ® 4" O.C. EDGES AND BOTTOM PLATE shall be installed in accordance with the Uplift Connector Schedule. 8" MINIMUM �. i • �6� " penetrathig both the top and bottom plates, and grouted with Simpson Strang Tie ® 6" O.C. FIELD �• + 999 kNl 2"x4" SYP NoC EMBEDMENT ax High Strength Epoxy into the slab/stemwall in p 8" embedment Use a 11/16" drill l ��x � All Thread Uplift Connection System bit for Plots and concrete holes. The cost n lace diameter x 12" anchor CONTINUOUS is composed of sIsabathef e6 bolts specified ed structural sheet S-9, stud call specifications, may be utilized In '/x' COX PLYWOOD WALL 2x8' PTTOP PLATE, ut ,) The all-threaduplift connection system (ATUC) p lieu of the drilled and epoxied threaded stud at the. concrete slab.. The top end of ks all-thread rod that runs the full vertical height of the penetrating ) top and bottom plates and grouted with Simpson Slron lie High Strength Epoxy the SWAT^ Is bound to the top plate with a ZIP square, 'F thick washer and a nut SHEATHING FASTENED w/ ' gtn f [ j' into the soab/stemwall with 8r embedment. Use a 11/16" drill bit for plate and The nut. bottroi The aliplatee is bound b tos the slab vita cou ler threaded'fi to lft thick wash reaand a 8d COMMON WIRE NAILS 8"x16" CMU OPEN kUJ Y P P ID 3" O.C. EDGES AND BOTTOM LINTEL BLOCK Ci 11 F concrete Holes. The cost in place st diameter x 12' anchor bolts specified on Mir dstance of %" at each end of the coupler. The coupler shall be rated j structural sheet 8-9, may be utilized in lieu of the drilled and epoxied threaded P P 6' O.C. FIELD 111E BEAM W/ 2-//5 TOP m X ITC . I ` stud at the concrete slab. The top end of the ATUC Is bound to the lop plate with within allowable tension of 4,500 pounds under wind leading. The locations of SWATC AND 1—R5 BOTTOM, r(, Sith n the above referenced structure shall be as follows 0 i a 3" square, 14" thick washer and a nut. The bottom plate is bound to the slab _._._ 1 ROW 12d COMMON WIRE CONTINUOUS 7? with a 1 'Y" round 1/8" thick washer and nut. The all-thread may be spliced with hearwall Ends 1pc w'1:h'n 3 of end studs TOENAILS ® 6' O.C. f a coupler threaded onto the all thread a minimum distance of /" at each end of 14" SYSTEM 42 '. S 666 6 J the coupler. The coupler shall be rated for allowable tension of 4,500 PRE-ENGINEERED FLOOR 2'x8' P.T. SYP Na 2 pounds under Miscellaneous ® 19.2" O.C. I I �wind loatlin9� The locations of gTUC within the above referenced structure shall be TRUSSES TOP PLATE w/ '/"0 x 1M f ' as follows: The installed " diameter anchor bolts that are not: utilized by the all-thread COUPLER NUT III HOT GIPPED GALVANIZED '/en O k� a ANCHOR BOLTS w/ 2"x2":k'/" Iyt connection, system shall receive a 2"x2' x1/8" plate washer and hex nut at the p; Typical Well Section 48' o.c. max bottom plate. 2'x2"x'/" PLATE WASHER PLATE WASHER N O.Q. iy t 1 , AND HEX NUT 8"x16' CMU OPEN y Minimum @untity of Al Between Corners Maintain q minimum edge distance of 2' from the outside edge of the embedded BOTTOM LINTEL BLOCK if � . ' 2pcs Along Straight Run of Continuous Bearing Wall all-thread rad to the outside face of the 8" cmu : temwoll. TIE BEAM W/ 2-#5 TOP Z i I f AND 1—g5 BOTTOM, p Bearing to thin Sot end Shearwalls) The [op plate shall be free of splits, checks, shakes and wanes CONTINUOUS .. 1Y P)Ib I tpe within 3 of end studs 4 [r ei The hex III obeys the top plate shall be tightened to approximately 30ft lbs. of m t Header Framing torque Changes in moisture content and the related shrinkage of building materials 5 W 1 PTE �, C g g g TYPICAL THREADED ROD CONNECTION t 3 1 such side of opening within 3' of full heght studs will effecl 'vely eliminate the pre loading caused by fte initial tightening of the hex ALTERNATE DRILLED AND EPDXIED /x � IfI nut. After o0 rough ins of the mechanical and electrical trades are complete and AT WALL/FLOOR TRANSITION THREADED STUD IN LIEU OF ANCHOR BOLT Q I� (, Bottom Plate Splices prior to installation of Insulation re-tightened the upper hex nuts to the required 1Q Instell "0x6" w/ 4' embedment Redhead within 12" of splice, each side of 30fi of torque. II °l rIfl t splice. ATC may substitute for Redhead 2 DETAIL DETAIL AR ?rya4 ' p S-2 SCALE: 11/2" = l'-0" S-2 SCALE: 3' = l'-O' a y I � Rdif n ' -R3'x3'x'/4" PLATE l I�VII rc i� WASHER AND HEX NUT Z n t (z)z"x6" civ No.z s ,k 41 f ;I DOUBLE TOP PLATE S B W A R { [ 3"x3"x'/" PLATE WASHER AND HEX NUTM%"O 2"x6" SYP.NO.2 DOUBLE VA ;x $I t tI f TOP PLATE. FASTEN TOGETHER i w/ 10d COMMON WIRE NAILS l TOP PLATE SPLICE ® 16" O.C. PROVIDE 3-10d 6 COMMON WIRE NAILS EACH AT EXTERIOR WALLA W J SIDE OF SPLICE (TYPICAL) TOP PLATE FASTEN WALL SHEATHING r 'p 2"x6" SYP.NO2 SPLICE TO DBL TOP PLATE w/ H I + III DOUBLE TOP PLATE. FASTEN 4'-0" MIN. 8d COMMON WIRE NAILS y W : I III �4 lye x6" SPF N0.2 TOGETHER w/ 10d COMMON ® 3" O.C. STAGGERED U) W qf[ t {) WOOD HEADER H FLWRS 0 6PLAN D WIRE NAILS ® 16" O.C. ° ° INTO 80TH PLATES � ryry !!!! PROVIDE 3-10tl COMMON WITHIN 24" OF ANY O VII 4'fl ) ' BEAM WRE NAILS EACH SIDE O ZaED ROD SPLICE. (TYPICAL) %"0 THREADED ROD ( ) ,IiII y(I k, UPLIFT CONNECTOR OF SPLICE TYPICAL 24' MAX. AT t 'Wp1 P A y+ ANCHORING SYSTEM "' SEE DETAIL 1/S-21 % 0 THREADED ROD EXTERIOR WALL ABOVE TDP PLATE, PROVIDE A 3"x3"x'/4^ �h THREADED ROD DOUBLE TOP PLATE FASTENINGEXTERIOR CONDITIONQ p O PROVIDE AN ADDITIONAL ROW OF NO II w DOUBLE THICK STEEL PLATE WASHER FASTEN AT HEADER/OPENING AT e 0 THREADED ROD DBL TOP PLATE SPLICE DETAIL K 2 V �I IT fid NAILS AT 6" O.C. INTO THE TOP PLATE BETWEEN WITH A HEX NUT AND ALLOW AT LEAST TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST 3 THREADS TO EXTEND ABOVE LIGHTENED e DETAIL DETAIL n DETAIL NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS. HEX NUT. (TYPICAL) I S-2 SCALE: N.T.S. liSCALE: NTSS-2 SCALE. '/x" = V-0" { i ROD SPACING, SEE CONVENTIONAL RAFFTER II, 11p II ' I SCHEDULE ROOF FRAMING (TYPICAL) '��PIt I + '�t' r. i x RAFTER-TO-PLATE 1I pp I � I' F ( OF KING STUDS PSON H2.5 UPLIFT ALTERNATE, ADD CONNECTOR SEE ,� ALTERNATE, COD 1pc SIM EC S AT T H2.5 UPLIFT ii {n ( � II„ ' I SCHEDULE. EACH SIDE OF OPENING, 1 c SIMPSON MI$TA24 CONNECTOR' AT TOP AND 1pc SIMPSON MSTA24 CON ,ll f 1 l , y ” W rc " - EE HEADER SCHEDULE. p HECTOR THESE TOP AND o o o STRAP EACH SIDEOF BOTTOM OF THESE STUDS STRAP EACH SIOEOF BOTITOM OF THESE STUDS cmi , v HEADER, SEE v CONTINUOUS SHEATHING DOOR HEADER IF DOOR HEADER IFkill I 4 z z SCHEDULE THREADED ROD THREADED ft00 A " SHEATHING rc o 0 SHALL BE PROVIDED WASHER AND HEX NUT ° ° SYSTEM IS d a ABOVE ALL OPENINGS SYSTEM IS ''/s" COX PLYWOOD o 0 0 AND SHALL BE NAILED NOT USED /� PLATE NOT USED 3"x3"x'/+" PLATE I,r WASHER AND HEX NUT l ( �i " FI ® 3 O.C. ALONG EDGE %"O THREADED-ROO < (TYPICAL) T`s' II AND AT CRIPPLES ABOVE W <C) M a a JACK STUDS, a HEADER. (TYPICAL) % 0 THREADED-ROD N II UPLIFT CONNECTION O w w SEE HEADER 2"x6" SPI= N0.2 HE DER, SEE II UPLIFT CONNECTION HEAD R, SEE SYSTEMS LI I' '� ¢ V/ L j o: SCHEDULE. W PROVIDE AN ADDITIONAL" ROW OF STUDS W 11i" O.C. E SC EDUCE AND ) SYSTEM SCH DOLE AND 2pcs FULL HEIGHT m u 'ti ie Ed NAILS AT 6" O.C. ONTO ONE OF P NS ��eee PLA 5 IIS 2"x6" SPF N0.2 W ax S S ABOVE BOTTOM PLATE, e 1 2pcs FULL HEIGHT Q, l i ( ' . Y m :o THE KING SNOS ADJACIENT TO ALL STUDS EACH SIDE p ddd IF PROVIDE A 3%3%'/ ROUGH OPENING � dI 2'x6" SPF NO.2 � )I i ('1 THICK STEEL PLATE < a SEE ARCHIs 6 , a OPENINGS. (IN ADDITION TO OTHER STUDS EACH SIDE OF OPENING, t pp MTM A (TYPICAL) \ NAILING SPECIFIED IN SCHEDULE. N MINIMUM. SEE m O .i MINIMUM. SEE 2"x6" SPF N0.2 FRAMING PLAN s J III WASHER FASTENTI OF PLAN STUDS ® 16" O.C. 4 1pc 2"x6 SPF N0.2 3"x3"x'/" PLATE II CRIPPLE STUDS EACH Z3 11 88 Ci WALL WALLNBELOW SEE 1pc 2'x6' SPF NQ2 I SIDE OF 3" 1" OPENING, m " CRIPPLE STUDS EACH 4' SYSTEM V2 s PRE-ENGINEERED FLOOR t ROUGH OR Pp 2"x6' EPF N0.2 WASHER AND HEX NUT ROUGH PI m THREADED ROD AT TRUSSES ® ryg,2" O.C. OR COUPLER NUT OPENING ° II SIDE OF 2 1" OPENING, OPENING CRP STUDS EACH FASTEN THE H25 w/ 1 OR 2pcs 2"x6" SPF N0.2 TOE OF OPENING UP RCHITECTURALS SEE , k GALL x 10" HOT DIPPED CRIPPLE STUDS EACH 1 RCHITECTURALS ry TO 6 -4" Ill 8" CMU WALL w/ 1-#5 _ ._ GALVANIZED ANCHOR BOLTS 10-8tlx1 '/" II SIDE OF OPENING UP 1 3"x3"x'/' PLATE aea®w k VERTICAL IN CONCRETE w/ COUPLER NUT, 2"x2"x'/e" COMMON WIRE NAILS TO 6'-4' WASHER AND HEX NUT !"I „I FILLED CELLS 0 40” O.C. 8' U WA LS PLATE WASHERS, AND HEX OR COUPLER NUT i e I 1 NUTS. SPACING AS REQUIRED FASTEN THE MSTA24 'BLDG PERIYf 1NE1111 1 V �' la s 4 ' 1 TO MAINTAIN 24" MAX. w/ 18-tOd COMMON " ' 114'=1'JY SPACING TO NEXT ANCHOR vnRE NAILS FRAMING AND STRAPPING AT FRAMING AND STR APP'{ NG AT „ „ ,,��e,l,®roExcolwuacewTmlrEmraws _ .,a„w,w ,m"u� BOLT OR THREADED RCD. E11-0% TYPICAL EXTERIOR WINDOW OPENING TYPICAL EXTERIOR DOOR noalx'»'"rsnwsupmrnas»n.w4xreranrnswss 0 OPENING l - t� k11 � I� ' - zTExwRAxowR.7:kesunxasrBlEMBIA£oEeplEoxlLamwO: � 16"11IlOH THREADED ROD ANCHORING SYSTEM DET DETAIL DETAIL "� °"° '� "I""°�"" ° � « W °"� "' DETAIL wovmxemu nim mnws eewnssaeoum MSTA24 wmlxMnwlweamxgerffoaPt»xm. 1 �LBV vxoxa r _¢1 SCALE: N.T.S. s-2 SCALE: 1 2" = 1 '-0' S-2 SCALE. 1 2 ' = 1'- / / 0" a ,�cawweaexroaiaaxs1tn�eaNsascnm.vanlml� cnwsrwllenc C 2 //2 m'4y V F WIIXBLanG1�e�MELHIWYRCW LQNSFlMIxAaIN� CE O]IWIL 8a1WTWL x l'--O- see S-21 Cf(w(� „1 JYY I' I aIIE"61RiLM6'MEx11W»INI 2. 3Y>WtMUfO RCPT 9P6L ' 1= . n: , .. ... . N l, Sill I 4till 111, ' I STRUCTURAL NOTES �� 1a d1 ' , UPLIFT CONNECTOR SCHEDULE , y 1 ' j DESIGN CRITERIA REINFORCED CONCRETE DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) f !k �3� j »31 4 ' }4 'd MEMBEIR SUPPORT SIMPSON CONNECTOR (END ZONE = 8'-0") Kd = 0.85 {. j•.i 1( I 1I III �I!}� I I1 ' DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA ALL CONCRETE WORIK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION AREA tOsf 20sf 30sf 40sf 7 ;" illi P BUILDING CODE 2007. WITH 2009 AMMENDMENTS. WIND DESIGN OF ACI 318 AND ACI 301, CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE TYPICAL R FRAMIN x1 YFFToYi; I111�VXI$I fli l>r DESIGNEDPER ASCE AS "ENCLOSED.5. " CONTRACTOR SHALL NSTALLLREGION, IMPACT REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. COMMON RAFTER: 2"x8" CMU PLATE SECTION01 SAND A 6(1AND 4 551] POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION ( I{ p 1f ,N ' I ,Ir I1 � RESISTANT WINDOW/DOOR GLAZING SYSTEM. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL / / gall s 4 III I' BE AS FOLLOWS: DBL TOP PLATE 2 MT512 INTIIEftIOR }37.5 -40.8 +35.8 -39.1 +34.9 -38.0 +34.2 -3].4 1 ISI . HEADER BEAM 2 M1512 J 1. I() AIF 1 f ; I Ij LIVE LDADS, SLABS ON GRADE CENTERED RIDGE BEAM SS(2 A35, SEE BECTON 4/5-14 ENEIZONE +3].5 -50.3 +35.8 -46.9 +34.9 -44.9 +34.2 -43.5 (' �, a• .1' II 14 1 II r ROOF & CANOPIES 20 PS F FOUNDATIONS 3" VALLEY BEAM (2)A35 AREA SOsf 60sf ]Osf 80sf 0.I GRADE BEAMS AND PILE CAPS 3' #� 1S1 dIa ! !' FLOORS 40 PSF a J V •• ELEVATED DECKS 60 PSF ELEVATED STRUCTURAL CONCRETE BEAMS 2" CEILING JOIST: RAFTER 10-12d NAILS, SEE POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION - ELEVATED STRUCTURAL SLABS 1 '/" SECTION 1/5-16 AND 2/S-1] j1. r 11J STRUCTURAL COLUMNS 2" INTOERIOR +33.6 -36.8 +33.2 -36.3 +32.8 -36.0 +32.5 -35.7 M1 WIND LOAD DESIGN CRITERIA ASCE?-05 STRUCTURAL POOL SHELL JACK RAFTER: 2"xB" CMU PLATE S(1)HTS30C AND (1)H2.5A t`0 f III BASIC WIND SPEED 120 MPH ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE CORNER HOP RAFTER (1)MTS12 9B (2)H2.SA ENTkIZONE +33.fi -42.5 +33.2 -41.5 +32.8 -40.7 +32.5 -40.2 �1 III MIST^� 11 IMPORTANCE FACTOR 1D FABRIC SHALL CONFIpRM TO ASTM A185. (2)A35 AREA 90sf t009f 110sf 120sf $ x EXPOSURE C' POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION w 4 ' 1p !I MEAN ROOF HEIGHT 35.0 FT ALL HOOKS IN REINRORCING BARS SHALL BE ACI STANDARD HOOKS. LOWER ROOF CORNER 2"x8" CMU WALL (2 HTS INTfERIOR +32.2 -35.4 +31.9 -35.1 +31J �I' 1 I 1 ROOF PITCH 5/12 (22.62 DEGREES) HIP RAFT'FR: SUPPORT STUDS 2 HTS24 n .. AT1 I '% INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED " p •fV4 4 I #I AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES UPPER TOWER CORNER 2"x8" CMU PLATE (1)HT530C AND (1)H2.SA ENBZONE +32.2 -39.6 +31.9 -39.0 +31J -38.5 +31.5 -38.1 i ly 14I. Ir 1 Il 814 .14. . WINDOW/DOOR DESIGN PRESURE SEE TABLE ON SHEET 8.22 HIP RAFTIER: DOUBLE TOP PLATE 2 HTS24 { AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD ee p SHALL 8E PLASTIC PIPPED AFTER FABRICATION. RI I 0v J 11 T k'! ' ALLOWABLE UNIT STRESSES PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS ` H RIDGE BEAM: EXTERIOR KING POST 3 G O 1 � g } ( HTS24, SEE DETAIL 1/5-14 THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE O) gg I )1I FII CONCRETE: (PER ACI 318) INTERIOR KING POST (2)HTS24, SEE DETAIL 2/5-14 WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR g X11 41 {III` pY4h '1 ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR R ( �I 1, 1 DITITHAN CONCRETE: EON OF ACI 318, BUT IN NO CASE SHALL BE LESS AN �W BAR DIAMETERS, U.O.N. CORNER VALLEY BEAM: 2'xB" CMU PLATE (2)HTS30C DESIGN WIND PRESSURES. V' ( , ILII{p 1 Jt pm 1, fc = 5000 PSI ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. DOUBLE TOP PLATE (2)HTS24 It STRUCTURAL SLABS fc = 5000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. INTERIOR VALLEY POST (3)HTS24, SEE DETAIL 5/5-14 y Y( CANTILEVERED STRUCTURAL BEAMS fc = 5000 PSI 1 �1I 4� I ) r ('it41 '(III 4I ELEVATED STRUCTURAL BEAMS f c = 3000 PSI SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. OCEAN51 E BALCONY FRA ING: r1 r W 1104 {N� li STRUCTURAL COLUMNS fc = 3000 PSI A MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR 4"x B' DECK JOIST: 3'x8" WALL LEDGER (i�HUC4B, SEE SECTION 1/5-1] ALL SIMPSON CONNECTORS IN - �1 Pill, 1 r j EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. 6"x12" DECK BEAM 1 % 0x12" LAG SCREW. SEE CONTACT WITH ACQ PRESSURE m C CMU CONCRETE FILL fc = 3000 P51 II I H G BECTON 1/S-1] TREATED LUMBER SHALL HAVE a' x�i I CONCRETE GRADE BEAMS fc : 5000 PSI SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN THE MANUFACTURER APPLIED n t1.1 �I I(1 Oar CONCRETE PILE CAPS Fc 5000 PSI 1'-6' PAST OUTERMOST CHAIR OR SUPPORT BAR, B'x12" DLECK BEAM: 6"x6"DECK POST (2)°/"0x16" LAG SCREWS, SEE 7AIAX" FINISH A Uy AUGERCAST PILES fc . 30-00 PSI BECTON 1/5-17 1 JOB III 1+ 'I 1 1 {I ,� li� ELEVATED BALCONY CANTILEVERED CONCRETE BEAM CORROSION PROTECTION 8"x16" CANTILEVERED (1)HUC612 FACE MOUNT HANGER ALL SIMPSON CONNECTORS AT e jj [ STRUCTURAL POOL SHELL fc IS 5000 PSI >. I =`u II � � F ?hI CONCRETE BEAM THE EXPOSED GARAGE HOUSE r 4 Y CONCRETE MAXIMUM WATER CEMENT RATIO: CONTRACTOR SHALL EXERCISE EXTREME CARE IN MAINTAINING A MINIMUM 2" COVER DECK SHALL BE TYPE 304 Q FOUNDATIONS AND STRUCTURAL SLABS 0.56 TO ALL REINFORCEMENT DURING PLACEMENT OF CONCRETE IN ELEVATED BALCONY 6"x6" DECK POST: 8"x16" CANTILEVERED (1)CBSO66-SDS2. SEE STAINLESS STEEL 8" CMU CONCRETE FILL 0.60 CANTILEVERED CONCRETE BEAMS, CONCRETE BEAM SECTION 1/S-17 °� E )1111 111 ELEVATED STRUCTURAL BEAMS 0.56 CONCRETE PLACED IN ELEVATED CANTILEVERED CONCRETE BEAMS SHALL CONTAIN (,'J 0141 1 it rimi ,l lItl ill STRUCTURAL COLUMNS 0.56 DCI-S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE & CO. THE DESIGNm X SI Y + REINFORCMENT ASTM A615 - GRADE 60 MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT OVERFRAIMING RAFTER LEDGER (1)H2.5A, SEE DETAIL 3/5-14 f �J1II, I I WELDED WIRE FABRIC ASTM AiBS TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, ETC. MAXIMUMRIDGE BEAM 1 A35, SEE DETAIL 4/5-14 I r F WATER-CEMENT RATIO SHALL BE 0.56.MASONRY fm = 1500 PSI 6 IE: OVERFRAMING RAFTER 10-12tl NAILS SEE DETAIL 4 5-14SHORING AND RE-SNORING COLLAR lT 1 /STRUCTURAL STEEL: (PER AISC) L _ NOTE: (NISTA E K SCREA ING LEDGER BOARD TO RA TIERS S 2 ROWS Is�l1 141 STEEL BOLTS ASTM A325 THE FORMWORK, SHORING, AND'RECOMMENDED SYSTEM SHALL BE DESIGNED IN 10 x 3°�" DECK SORE W/ 1"0 WASHER AT EACH INTERSECTION) STAINLESS STAINLESS STAINLESS PSI STAINLESS STEEL BOLTS AI51 304 ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMING.' STEEL STEEL STEEL P 'J 14' TUBE STEEL COLUMNS ASTM A46 FLOOR FI$AG11d Gi ' r ' + ALL OTHER STEEL ASTM A36 ALL FLOOR TRIUSSES: DBL TOP PLATE ((1)H2.5A, SEE SECTION 2/5-12 GARAGE HOUSE SPECIAL ORDER WELDING ELECTRODES ASTM A-233 E-70XX ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE CCMPOSED OF ASTM C90, GRADE HEADER BEAM (1)H2.5A, SEE SECTION 4/5-12 III N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE ' S" MORTAR. WALL LEDGER (13THA422 ADJUSTABLE HANGER IfI '1 {' I t it TIMBER: (PER NDS FOR WOOD CONSTRUCTION) FLUSH FLOOR BEAM (1 THA422 ADJUSTABLE HANGER y I +IhII I ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL SEE SECTION 5/5-12 N STRUCTURAL LUMBER SYR No. 2 WITH 1#5 AT: R LOAD BEARING TIMBER WLLIW 1 STRUCTURAL STUDS SPF No. 2 dJ114 IF • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, DBL TOP (PLATE BOTTOM PLATE % 0 THREADED ROD ® 48" O.C. d O 0 IJj ' eI 444444 SOIL BEARING PRESSURE 2000 PSF • EACH SIDE OF CONTROL JOINTS BOTTOM PLATE MONOLITHIC FOUNDATION %"0 x 12" ANCHOR BOLT W/ " ti It H la ald. • AND AT A MAXIMUM SPACING OF S-4" O.C. AT THE FIRST LEVEL, MAIN HOUSE 2"xZ`x'/s PLATE WASHER, Z HL N r • AND AT A MAXIMUM SPACING OF 3: 4: D.C. AT THE BE GOND LEVEL, MAIN HOUSE COUPLER NUT, AND HEX NUTS • j # _ - n EPDXY ADHESIVE: AND AT A MAXIMUM SPACING OF 2 8 O.C. AT THE GARAGE A WAY 0 48' O.C. SEE SECTION 2 8.20 'Gp k GE BRE K A WALLS / ° (/� 0 U ,.y SIMPSON STRONG-TIE "SET" INTERIOR Z' Sill LAP VERTICAL BARS o � i 48 DIAMETERS WITH WIRE TIES. 'J�^+'=` . HEADER $O 3'-0' JACK STUDS 1 MSTA24 EACH SIDE "✓ ,H;, v TYlO COMPONENT EPDXY ADHESIVE O J J _ GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE GROUT IN 5'-0' HEADER � -0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE r' 1 DEP DESIGN CRITERIA: HEADER 8 -0" TO 9'-0" JACK STUDS (3)MSTA24 EACH SIDE H2,SA A;fS M�TSL$ SP_C5. llc'u LU5210 LS15210-':3 V _J 5"4 MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE m DUVAL COUNTY INSPECTED AND APPkOVED. EXTERIOR x W MONUMENT 8046 DBL TOP (PLATE STUDS i NN7 dYy 1h • D�4 I FOUNDATION /a(SPH6 016" D.C. will100 YEAR PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLTWO S AT 16" O.C. VERTICALLY, LOW IN UPPER SNUDS LOWER STUDS 16 ® 32" D.C.p ORM ELEVATION 17.4' NG (16.3' NAVD) EOOMORTHFIRST TEIABOVE AND STUDS l61I 50WA E CREST BELOW OPENINGS, EXTENDING ALEAST BEYOND HE OPENING, SI PLATE OUNDAT ON x10" ANCHOR BOLT W/ W W O ii1"" 11 M' LAP JOINT REINFORCIEMENT 6" MINIMUM. 2"x2 x'/" PLATE WASHER GRADE YEAR STORM DESIGN i5' NGVD ( 4.4' NAVD) ® 24" O C ° 14 ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED AS PER DETAIL 11/5-10 y �lSHOP DRAWINGS AND HAVE A MINIMUM MASONRY END BEARING OF 8". NOTES: h' 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. 2 SEE DETAILS . THIS SHEET FOR TYPICAL APPLICATIONS. REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT SUPPLEMENTARY NORM 3) USE THIS FOLLOWING FASTENERS FOR EACH CONNECTOR: ap ' t ARCHITECT AS FOLLOWS: MTS12 14-tOdxt'/" FLORIDA PRODUCT APPROVAL #10456.33 .I ( • FABRICATED STRUCTURAL STEEL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. H25A 10-Btlx1'/" FLORIDA PRODUCT APPROVAL #10456.12 _. �( • REINFORCING STEEL FOR CONCRETE q35 12-Btlxi'/" FLORIDA PRODUCT APPROVAL #10446.4 HTS30C HTS24 MSTA24 CS16 HGUS414 CBSO6fi-SDS2 HTT115 • PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS NTH ARCHITECTURAL, MECHANICAL. ELECTRICAL, AND PLUMBING DRAWINGS. MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 � THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR COMPLIANCE WITH THE THE STRUCTURAL ENfGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR HTS24 20-10dx1'/x' FLORIDA PRODUCT APPROVAL #1045 DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH CONSTRUCTION MEARS, METHODS, TECHNIQUES, PROCEDURES, BEpUENCES, ACTS ANO/OR LU528 12-1 Otl FLORIDA PRODUCT APPROVAL #106555.24.105 15" 4 a 1 THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR LUS210 12-10tl FLORIDA PRODUCT APPROVAL #10855.106 4" G COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE FAILURE OF ANN OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE THA422 25-10d FLORIDA PRODUCT APPROVAL #10447.22lu THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT CONTRACT DOCUMENTS, CS16 22-10d FLORIDA PRODUCT APPROVAL #10852.1 H;'TS30C PROFILE l g DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID SPH6 10-8d FLORIDA PRODUCT APPROVAL #10456.47 i SI PERFORMING THE WORK IN A SAFE AND SATISFACTORY - t- EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING HGU5414 10-ifid AND FLORIDA PRODUCT APPROVAL #11468.10 O33 � 'I MANNER. CONSTRUCTION. 20pcs '/"0X3'/H"HWH TAPCONS t ] BE AUGERCAST PILES WOOD TRUSSES HUC48 6-10d AND 14-16d FLORIDA PRODUCT APPROVAL #1 065l STAINLESS STEEL HUC612 8-16d AND FLORIDA PRODUCT APPROVAL #10655.86� STAItl STEEL 2) MINIMUM To16" DIAMETER TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, 10pcs '/"0X3'/'HUH TAPCONS W K 2) MINIMUM TP ELEVATION -12.00' NGVD �-13.10' NAVD) DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. O 3 ADD 6-#5 x 30'-0" w/ #3 TIES AT 12O.C. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA MGT %"0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL #11470.7 m 2 0 4) CONCRETE fc = 5000 PSI PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS AND 22-10tl 5) PILE CAPACITY SHALL BE 50 TONS. DIMENSIONS AND DESTIGNS WITH ARCHITECT'S DRAWINGS. i ' LTT20B I D X10" THREADED ROD FLORIDA PRODUCT APPROVAL #11496.3 ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE AND 10-10tl0j r, &I W, CCK / 0 DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. HTT16 " X16" THREADED ROD FLORIDA PRODUCT APPROVAL #11496.1 ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS AND 18-16d 3H9422 1d0I LTT20B a¢xoxc OFT �4 , APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR HTi22 %"0 X16" THREADED ROD FLORIDA PRODUCT APPROVAL #11496.1 . . ZONE PRESSURES xl]GPERMR tORtltf e;r ROOF TRUSS DESIGN CRITERIA AND 32-16tl gp 4d11 HTS30C 10-10dx1'/" NAILS AT FLORIDA PRODUCT APPROVAL 10456.27 scua: sx._p-0. 1 r €T LIVE LOAD . 20 PSF # it'll' MIN. TOP CHORD DEAD LOAD STANDING SEAM METAL ROOF 10 ESP AND 6-tOdxt '/" NAILS AT PLATE. WRAP 1. 1�erwNnN�xarm loXExcoxnvxrEvm111Nmµanm Fwxayx ,Isx1,0Y,y .1 6i rri7 UNDER AND AROUND 2"x8" SILL PLATE mnanxmlxscmxawmrrx0wlumxxmumrtmos. E11L% 1 % :0 9'"� rWIND UPLIFT PER ASCE 7-05 CBS066 14-SDS'/4"0x2" SCREWS FLORIDA PRODUCT APPROVAL # SPECIOAL ORDER HOT xllexwxxoxxcEflswelwoaremisµeornolE:ox.wXx'mwrE 1m1/1U11 [ yr1 ,I. r ~ DIPPEID GALVANIZED xmmcmxAxwe¢IavxxwxsxxLwmrcflmanxm 1 1 w Y i `i8I q :�I r BRACE BOTTOM CHORD AS INDICATED FOR WIND UPLIFT. 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I BELOL II ��z _ gpIT NO_ I BELOW Y &g OPEN EAL� u : ie § � ninRA . a ��£ -- � Bk s a %ftw000 s AJ August 15, 2012 GRIDER CONSTRUCTION, INC. 2057 Vela Norte Circle Atlantic Beach, Florida 32233 Attn: Mr. Gary Grider Re: Report of Pile Installation Monitoring Bella Mare - 1751 Beach Avenue Atlantic Beach, Florida AGES Job No.J15368, Report No. 002 Dear Mr. Forrest: AGES of JAX, Inc. (AGES) has completed pile installation monitoring of the auger-cast piles for the subject site.Our services were performed in general ac ordance with our Proposal No.12JP5724 dated April 30, 2010. This report briefly describes our understanding of the completed pile installation, summarizes the inspection activities performed and the results obtained and presents our evaluation of the completed pile installation. Since the residential structure will be constructed east of the Coastal Construction Control Line, we understand that a deep foundation system is required b applicable building codes and local ordinances for support of the proposed structure. 1 We understand that the main residential structure and adjacent swimming suported by a deep foundation system consisting of approximately th rty four(34)31 feet longbelow desiool will gn n grades , 16-inch diameter auger-cast piles. There are also twenty three(23)20 feet long, 16-inch diamet gr auger cast piles which are going to be used to support the rete ining wall on the south property. The project specifications required that the piles be installed using groui with a minimum compressive strength of 5,000 pounds per square inch (p.s.i.). The pile locations are provided on the attached Pile Location Plan(s). The numbering of the production piles was selected by AGES e igineering personnel and the piling contractor; Brevard Grouting Company. Please note that the main residential structure piles are numbered in sequential numerical order from 350 to 383 and the retaini ig wall piles are numbered in sequential order from RW 1 to RW23. i During the period of July 24 to July 26, 2012, AG IS personnel monitored the installation of the auger-cast piles and performed the following tasks: 1. Verified that all planned piles were installed and au ered to the required pile tip elevation 2. Monitored the auger withdrawal rate and grouting' operations to evaluate whether a sufficient mortar grout pressure head was maintained duringconstruction. 3. Confirmed that the grout Pumping equipment as operating satisfactorily throughout the construction process. 4. Recorded the volume of mortar grout required to construct each pile and sampled representative grout samples for compressive strength testing. 5. Monitored steel reinforcement placement, including inspection of reinforcement size, length and configuration. i AGES of J , Inc. P O Box 24008,Jacksonville :132241-4008 9556 Historic Kings Road South,Suite 201 •J cksonville, Florida 32257-2010 (904)886-0766 0(904)880-5190(FAX) GRIDER CONSTRUCTION, INC August 15, 2012 Atlantic Beach, Florida Page 2 i Our field observations and pile monitoring results fl Pr the individual piles is provided on the attached Auger-Cast Pile Inspection Logs. Our review of the auger cast pile installation logs indicates that the grout factor, which is the ratio of the actual grout volume used;to the theoretical volume, varied from a low of 1.24 to a high of 1.77 with an average of 1.36. Based our site observations, monitoring of the pile installation and review of the auger-cast pile installation logs, it is our opinion that the pile foundation for the above referenced project has been constructed in general accordance with the applicable contract documents and previous recommendations. Grout compressive strength testing results are being sen under separate cover. We appreciate the opportunity to be of service as our geotechnical consultant during this phase of your project. Should you have any questions concernin to you, please feel free to contact us. this report or if we can be of any further service Very Truly Your i AGKthyy N . im Wheeler, P.E. rincipal Engineer/Vice-President Registered, Florida No. 42802 TRW/trw/J15368-2.rpt Attachments Distribution: Client - (3) 06 No 42802 •' ir �• �'.. 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L) UaC7i= mF-- i-- -Pa. aQ (9aPP co u) c. LL � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J131>� Application Number . . . . . 12-00000282 Date 7/01/13 Property Address . . . . . . 1751 BEACH AVE GUEST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 ---------------------------------------------------------------------------- Application desc CARRIAGE HOUSE ONLY NEW ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GRIDER CONSTRUCTION INC 2057 VELA NORTE ATLANTIC BEACH FL 32233 (904) 463-4606 --- Structure Information 000 000 CARRIAGE HOUSE BUILD Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------ Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . . Sub Contractor . . PROGASCO, CORP. Permit Fee . . . 65 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/28/13 ----------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . PERMIT IsMpFMjmospr&rAUegDAawUem41 RI�b S 1NTI� RDlY F� �' D THE FLORIDA BUILDING CODES. v ` , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JF3 Page 2 Application Number . . . . . 12-00000282 Date 7/01/13 ---------------------------------------------------------------------------- Special Notes and Comments Clemons at 247-5839 for backflow requirements . At a minimum, will require a double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications . Carriage house must be separately metered from main house. Approval is for Carriage House/Garage only. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 69 . 00 69 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904) 247-5845 IIJOB ADDRESS: Z 2 S-J aU�� G�s9 144p PERMrr# /2 I PROJECT VALUE $ &,/1/) , DLII ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity i Tons Per Unit Heat: Unit Quantity I BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity I (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIREPLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets 2 Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not commence within a six mon# period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All pro ons of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of; other state or local law regulation construction or the performance of construction. Property Owners Name i Phone Number Mechanical Company, 7--90, 9ASCJ (249 R� Office Phon0-?/,S-1'3) Fax 7Z/-5-7-'T 7 Co.Address: 7 7 0 ACity T-4 j, Stater -.Zips License Holder int : Ll/i j State Certification/Registration# 4..,27y Notarized Sign " mice 12 I� Mv COAIMISS10N#DD 9iiW EXPIRES:Feb rl 4n S y 20�_ P,f,�;c 9orMed Th' Notary pu Ik Und&.,wri i f Nptary Public