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333 PLAZA - INTERIOR RENOCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 )l�iP'CTIN 'I*HQN ;SINE'=x,14 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0074 Description: INTERIOR REMODEL AND WINDOW/ DOORS Estimated Value: 33700 Issue Date: 2/27/2018 Expiration Date: 8/26/2018 PROPERTY ADDRESS: Address: 333 PLAZA RE Number: 169999 0000 PROPERTY OWNER: Name: WILLIAM ALFARO Address: 333 PLAZA ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: DEAN RUSSELL CUSTOM HOMES Address: 438 OSCEOLA AVE QA DEAN W RUSSELL JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION:- Please NFORMATION:Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 RECORDING',' YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement, is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of $7,500. J City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 •Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1::-) 02 S' Applicant: Project: #paent review required Yes o Building ning Tree Administrator Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: ADI IrATInM CTATIIS Reviewing Department First Review: P 6"p-r-0ved ❑Denied. ❑Not applicable (Circle one.) Comments: ,Q V Q!LDIN PLANNING & ZONING Reviewed by: Date .2 7, 901 O TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable FIRE SERVICES Comments: Reviewed by: Date: Revised 05/19/2017 uilding Permit Application updated 12/8/17 OFFICECO City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 -� 22 Phone: (904) 247-5826 Fax: (904) 247-5845 `] Job Address: ✓ 7J-0lq�%i Permit Number: �� 0 L 4 Legal Description �-� ! �� �d �+� /�`� �� G 4 �G� RE#� 919. Om4o i Valuation of Work (Replacement Cost) $_Heated/Cooled SF _t���_ Non- Heated/Cooled • Class of Work (Circle one): New Additio Altera�Cornmerci epair Moy emo Pool Window/Door • Use of existing/proposedstructure(s) (Circle one : I Resident' I • If an existing structure, is a fire sprinkler system installed? (Circle one): Ye No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: (► ��t,/��u=S .807%- 4 807 -f Z n/e_ F�1' Od-al Florida Product Approval # for multiple products use product approval form Property Owner Information • Name: t /) 4� Address: City N G. state Zip 2' Phon �oi+� 2=39' �' 7G3 _ � l E -Mail Owner or Agent (If Agent, Power of Attorney or ency Letter Required) Contractor Information A Name of Com any: v (/ GJ ! ualifying Agent. Address Cit Stater ✓ Zip21._�� Office Phone_f.•,H '3 i1 Job Site/Contact Number .L1-4.. 335' - 'Z"' State Certification/Registration #�i��� E -Mail Architect Name & Phone # Engineer's Name & Phone # Workers Compensation G. t Exempt / Insurer / Lease Employees / Expiration 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 will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. Signature caner or Agent) (Signature of Contractor) (including contractor)" Signed and sworn to (or affirmed before me this,,I day of Signed and sworn to (or affirm before 1 ..tb� ) ' day f J4hn%I"^\ a.t'�J ;by �i�\ ' 4.d�a•� cel by '1 t-- � ✓ � )� , \ d A MIUMN �Y Py ., A. MIUIQN Z MY GOMMISSION # FF 111009 Aq. PersonallyKnoWnOR }rr; ,* MYGOMMISSION#fF1i1009 Personally Known OR • *_ . ; - .. ;.• `, g EXPIRES iMay 3 2018 ., EXPIRES, May 3, 2018 { }Produced ldentificatton a BondetlFhruNotaryPublcUnderv�rters (j Produced Identification; ,• BondedthruNotaryPublicUnde�wmers Pr,Y.,'' Type of Identification: "1` Type of Identification: FRAWIN Tv 411 1 lf!�j � "QJ I ----�1 L------ EX15T. DOOR 5GALE: 1/4"= 1'-0" 56ALE: 1/4"= 1'-0" r CLIENT SISNATURN SHttT: OFFICE COPY P� CAAM BY: 17WAYNi! P441- E DAM 0.2-08-1a TH699 PLANS Alit POR TM tXe=SIVt WSt 01' WHITR INK DtSION AND ARE NOT TO M Rtl°RODUGtD � I = FRAME 8 PATCH HALL �t MEN EXIST. EXIST. EXIST. xx 4 3 ,ter N No No O 4.4 N � ►,"� M C) �I IgIOHT SICM M"ATION SCALE: I/4" = I' -O" a w ' 00 r� • r, MEN No on No No H i=x 51. tIWyC EXIST. �. NEW DBL. 3068 III EXIST. HOUSE FRAME d EXIST. EXIST. PATCH WALL I NEW DBL. 3050 5H EXIST. I a I PKAM 6Y: r_>k4A"rNE k4HITE e DATE: 02-08—IB OFFICET TFCSC PLANS ARC POR THE CX=SI\M USC OP MIM INK =61" AND ARC L.ff'�T SIC"! �L.�Y'ATIC� NOT TO SC RCPK0=12mD No No III EXIST. HOUSE FRAME d EXIST. EXIST. PATCH WALL I NEW DBL. 3050 5H EXIST. I a I PKAM 6Y: r_>k4A"rNE k4HITE e DATE: 02-08—IB OFFICET TFCSC PLANS ARC POR THE CX=SI\M USC OP MIM INK =61" AND ARC L.ff'�T SIC"! �L.�Y'ATIC� NOT TO SC RCPK0=12mD 5X15TIN6 FllK5T r1 00K (PLAN DEMOLITION NOTES EX15TINO WGONP MmOOK PLAN SCALE: 114° = I' -O" SCALE: I/4° � I'-0" I. REMOVE EXISTING GON5 TION A INDICATED IN THE DRAWI TRUG SND ATED N65 UNLE55 NOTED OTHERWISE. CLIENT SI6NATURC 2. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODE5 AND ORDINANCES A5 5ET FORTH BY ALL 60YERNIN6 AUTHORITIES. 3. BRACE ALL EXI5TIN6 STRUCTURE OR STRUCTURAL ELEMENTS AS NEGE55ARY DURING DEMOLITION. SHOOT, DRAWN BY: DWAYNE k4HI E DATE. 02-08-18 OFFICE COPYTHCSC PLANS ARC 11011t THC MCUSIVE USE WHITC INK D8SI" AND ARC NOT TO Be RCPRODUGCD E�F�`lK t - A Fl;!E-f%jKC:F iV 14OLESR.A541WG AT WRAP 9XTENDro I, GT u ;n CLIENT r2l"ATURC t THRCaUSH WINDOW JAM15 i i I i SHEET cn I it i p }. wa a DRAJNN BY D4^4.4YNE WF+ITE � �z UFFICE COPY DATE= oa-oa—la THOSE PLANS ARC "IR THC EXCLUSIVE USC OP WHITE INKPIM" AND ARC NOT TO am RCPRODUGCD Y UJINDOUJINSTALLATION, (METHOD z eARRIER ( O) APP'LI-I> MOP- TO T148 'Wih DOW INSTAL.LATI LA5 RG; APPLIED 5E-,HlWD TNI= 1" OWT NG FL la-- N E�F�`lK t - A Fl;!E-f%jKC:F iV 14OLESR.A541WG AT WRAP 9XTENDro I, GT u ;n CLIENT r2l"ATURC THRCaUSH WINDOW JAM15 i i I i SHEET cn DRAJNN BY D4^4.4YNE WF+ITE � U UFFICE COPY DATE= oa-oa—la THOSE PLANS ARC "IR THC EXCLUSIVE USC OP WHITE INKPIM" AND ARC NOT TO am RCPRODUGCD z a' w bA 00 HCA PL .d IAD lhWALLO PLAWxM Arun MMO-0 5 4;F -AL ALS. CO RNER4QF ApL'r A s Tei SEAL PRAME CeAm =AD, Gf THE t-lgDlW1►* Lam' AROUbV E�F�`lK t - A Fl;!E-f%jKC:F iV 14OLESR.A541WG AT WRAP 9XTENDro I, u ;n CLIENT r2l"ATURC g i i I i SHEET DRAJNN BY D4^4.4YNE WF+ITE UFFICE COPY DATE= oa-oa—la THOSE PLANS ARC "IR THC EXCLUSIVE USC OP WHITE INKPIM" AND ARC NOT TO am RCPRODUGCD a a � GENERAL NOTES ALL -THREAD NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8 DIAMETER BARS PLACED AT 4 O.C. IN ALL BEARING EDITION, ACI, NDS, APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. m ND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD -D WN APPLICATIONS MAY BE 39 " a N - 2. THE ALTERATIONS FOU H W COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. o 20-12' 17-42" 2'-32" 4 0 3. ALL DESIGN CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 1'-37" a CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 15'-9" 4'-4�" 5'-9�" 5'-3�" 2 z 2 2 2 W L: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) z v C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. -' aU. JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED THIS U ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY r - - - - - - r - - - - r - k- - - - - - W � OTHERWISE ON THE PLANS. 4. ALL T SHL D I I I I ( I ( B N M D SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS F R SHEAR WALLS AND HIGH I 1 Tco 1I I L--'- ---� k, 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. I 2 1 2 I OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. S1.01 I i '; �- 1 I I 1 S1.01 -I PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 5 °o SOIL ( I I I DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED V-01 - o ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OFw ALL -THREAD SHALL BE: I I I S1.01 ` B T 1 I I \wI 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING I A _ m o COPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7" - EXTERIOR WALLS, STEMWALL FOOTING I zo THE S WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8"- MASONRY WALLS 1 I I I °° 6" 6L w z 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CC NNECTIONS ARE SHOWN IN oC I B EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. 6 I O -L- EX 1 o 1 NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 4 1 i INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLTtOC TIONS, U.N.O. I O I 1 I f DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL I w I I 4 WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE O FIELD LIMITATIONS IT IS n. I I S1.01 B TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. O I EASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STU S TOGETHER WITH (1) ROW 2 y I I ) -1 ;� Z M p CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATE 3 WITH (2) SPH. PLACE A 1/2"r - - - - - I A _„ RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GR UP. i S1.01 I L_ - - - - - - - - - - - - - - - - - - - BEARING WALLS BEAR ON B MS/HEADERS BELOW IT IS 1 I („� CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR EARL G W I I � W ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEAD R AND FASTEN THE BOTTOM C° C" � 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST " I I (,� M „ OF THE ROD WITH A 3 SQ WASHER AND NUT. IN LIEU OF THREA ED RODS, SEE SECTIONS 3 I 04 EDITION, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE -,AND ACI 301, LATEST I Z N 'SPECIFICATIONS FOR STRUCTURAL CONCRETE". AND 5/S5 FOR STRAPPING ALTERNATIVES. I I ti ~ ch EDITION, I 3 I W J EPDXY NOTES 51.01 0 LL 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-)' ALL CEMENT SHALL 1 I 1 P 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y" INCHES FOR I 1 O W CONFORM TO ASTM " O TYPE z 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAI HANDRAILS, AND OTHER FOUNDATIONS, AND 3 "FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. L' J U W` U O /a EMBEDDED, STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY. - - - - - - - - _ - ._ - - _ - - - d Q GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. J a- III 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. m J 0 M U 2. MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE W 4. 4" 300OPS1 CONCRETE SLAB WITH 6X6 W1.4 X WIA WWM OR 1/2" FIBERMESH OVER A 6 MIL. ,, ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: LSC ~ VAPOR BARRIER AND TERMITE TREATED SOIL. 2'-0" 12'-3" 2'-0" T-102" 17'42' 2'-32" Q Q HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPRO ED EQUAL. LL -� 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, , COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% IFI ATI 20-12" 19'-8" ---I Q IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUF CTURERS SPEC C ONS Q MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN z FOOTING. ACCORDANCE WITH APPLICABLE SAFETY LAWS./� REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL f'-%FOUNDAT I O N PLAN w 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MIIMUM COMESI 6. ALL NP SVE STRENGTH OF 8,000 " CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN PSI AND TENSILE STRENGTH OF 2 300 PSL FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ' CONCRETE REINFORCEMENT". 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. q 8"x8" THICKENED EDGE WITH 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES,. ETC., (1) #4 CONTINUOUS AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS g 24"x24"x12" DEEP FOOTING 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WITH (3) #5 BARS EACH WAY °o LAITANCE, DUST, DIRT AND OIL. WHICHEVER IS GREATER. N 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE r.. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN ,FIVE 09 YEARS EXPERIENCE IN THE VARIOUS TYPES' OF EPDXY RELATE WORK REQUIRED IN THIS FORMED AND POURED PERIMETER CURB. o Q o 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; X/2 PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE SEE PLAN FOR CURB HEIGHT 10.1. 3 FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH WITH THE PROPOSAL TO EE PLAN' TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALO G O , , � SEE PLANS FOR CURB HEIGHT 10.2.- 2'"FOR'CONCRETE EXPOSED TO EARTH AND WEATHER � DO THE WORK. 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY FOOTING BEYOND. REINFORCEMENT. SHEATHING NOTES FINISHED Z GRADEco z 11. Y DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, , FOR WALL SHEATHING. 13 °o a d ♦n F DIMENSIONS CAN NOT BE T 241 AND NOT LESS THAN41 _, V J INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. I S S 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUS BE MINIMU / 6, I �� N CONTACT THE ENGINEER OF RECORD. 7/16 THICK. FASTEN WITH NAILS AT 6 O.C. ON EDGE 12 O.C. IN F ELD. 2 a k DETERMINED FROM FOUNDATION PLAN, CO C AS EN W T 8d i - _ 6 MIL VAPOR BARRIER OR EQUIVALENT W X 2. 5/16" HARDI-PANEL MAYBE USED IN LIEU OF OSB. FASTEN TO STUD WITH 8d RING SHANK NAILS ,' 6'MIL VAPOR BARRIER X WATERPROOFING a 8 A ERPROOFING BETWEEN 12. 'STEM WALL TO BE A MAXIMUM OF SIX 6 COURSES TALL. CONTACT ENGINEER OF RECORD IF AT 6 O.C. ON EDGE, $ O.C. IN FIELD. FASTEN TO TOP AND BOTTOM ` LATES AT 4 O.C. i •d • O .- � q � q COMPACTED SUBBASE' AND WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. H W N R FOOTING/SLAB �.-' #5 BARS AT 12 O.C. EAC AY U DE O Z FOR ROOF SHEATHING: FIREPLACE. ONE STORY: X = 12"WITH 2 #4 12" INTO TEM WALLS THE TOP TWO COURSES OF 1. USE EXPOSURE A RATED SB. PAN RATING MUST BE MINIMU ' 24/16 AND NOT LESS THAN - O Z 13. WHERE THREADED RODS ARE EMBEDDED I O S E RE 1 PA E O S , " 1 "O.C.IN LD. SEE SECTION 2 FOR FOOTING SIZE. TWO-STORY: X =16" WITH (3) #4 O STEM WALL MUST BE FILLED. 7/16 THICK. FASTEN WITH 8d NAILS AT 6 O.C. ON EDGE, 2 O.0 IE LD. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER"'WO OR MORE SPANS WITH SEE PLAN THREE-STORY: X = 20" WITH (3) #5 FRAMING NOTES STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER S NGLE SPANS DUE TO FIELD F WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CONDITIONS, BLOCK PANELS AT 12" O.C. 1- DESIGN OF ONOLITHIC FOOTING SECTION p �+ ('� CODE RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ��RI_NG CURB STEP SECTION Q FOR FLOOR DECKING: � 314" =;1,,-0" � W CONSTRUCTION. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MI IMUM 48/24, AND NOT LESS 3/4 I N 1 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O C O EDGE, G 2" O.C.O. . IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND W MINIMUM 3/4' THICKNESS. FORMED AND POURED PERIMETER CURB. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE C O ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD 1F EQUAL CAPACITIES ARE NOT APPARENT. SEE PLAN SEE PIAN FOR CURB WEIGHT � U.LOAD TABLE COMPONENT A D CLADDING FIBER REINFORCED CONCRETE SLAB, 4" 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOILSHALLBE PRESSURE ROOF: DESIGN •PRESS RES THICK UNLESS NOTED OTHERWISE ON TREATED.PLAN. . LIVE LOAD: 20.0 PSF 5. .ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH WIND LOADS: SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF WIND SPEED: 130 MPH RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND EXPOSURE: IMPORTANCE- - 1.00 EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 • 2.0 2�A -26.6 20-50 22.9 - 8.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8F-22.971 FINISHED 4" c cN coo GRADE e °� SEE PLANS FOR CURB HEIGHT -' °'CD w Lu N a U -� !! I 6 MIL VAPOR BARRIER OR EQUIVALENT v! C a _ o (i i - p _ o - _ WATERPROOFING BETWEEN COMPACTED -s :° . ` _r , , �t IU u u n r I I SUBBASE AND FOOTING/SLAB=� 6 MIL VAPOR BARRIER OR [-<- a ,I " 4 8 � 8 � C7 -� _ � :• � � � � ONE STORY: X= 12" WITH 2 #4 EQUIVALENT WATERPROOFING U N L 6 BETWEEN COMPACTED SUBBASETWO-TORY. X - 16W TH3#4- LENGTH PER THE DETAILS.. BUILDING CATEGORY: 11 THREE-STORY: X = 20" WITH (3) #5 AND FOOTING/SLAB c u BUILDING: U`. x m 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE 'DEFINED ENCLOSED� ('� � � m o BELOW: INTERIOR PRESSURE ff-31URB StEP P SECTION Q m o COEFFICIENT. 0.18 DETAIL 00 ROOF PITCH: 7:12 ANCURB 8d 0.131 x 2-1/2" 3/4 =1'-0" N N° N 10d = 0.148" x 3 �- 0 ;s 12d = 0.148"x 3.1/4" U m -, m - " O oeao 16d = 0.162"x3-1/2 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. SHEET INDEX S1.01 GENERAL N TES/FOUNDATION NE O PLAN AND DETAILS S2.01 GARAGE WALL AND ROOF PLAN S2.02 RESIDENCE WALL PLAN S3.01 FRAMING DETAILS FOOTING AND SLAB POURED WAYNE WITH 3000psi CONCRETE WITHS. .c'9 FIBERMESH.. O�Q •'• IFI �' % 2 FINISHED 12" ��` W =' ; C� 7� GRADE C9 S 5 - _ �* _ ! -- 6 L VAPOR BARRIER R EQUIVALENT WATERPROOFING OFFICE , ti�I PY BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB Sheet o. FOOTING, PER PLAN- REVIEWED FOR CODE COMPLIANCE RECESS SECTION CITY OF ATLANTIC BEACH 3/4" 1'-0 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS slool REVIEWED BY: HATE: 2 EL LL 3: FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO, c o HEADERS: a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO FASTEN HEADERLUMBERTO ETHER USING 2 ROWS OF 16d 0.148» X w 3.5")COMMON NAILS AT 12° ON CENTER. USE OSB SHIMS AS NECESSARY TO 53.01 q MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z o v _ THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.c a p e u ------ HEADER NOTATION IS: w I 's 0 { r B NUMBER OF PLIES IN HEADER - L ------------------ ld- NUMBER OF KING STUDS DD - (2) 2x12 (2),2x6,2:1 } `- NUMBER OF CRIPPLE STUDS N N SIZE OF DIMENSIONAL LUMBER m p 1 ON N S3,01 SIM N SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE w z 1 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS TE D 53.01 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, (2) 2x12 ARE NOTED ON THE PLAN. 2 DD -y S3.01 B z � p � .�/. Vi+.µ 2 2X6 1:1 » SW Y -#�S# SHEARWALL LOCATION Q O -V __ 2 1.75 x11.25 2.0E LVL DETAILS FOR FASTENERS -------------------------------- � � SEE DE I S R F S IL � W A B SHEET NUMBER c" i OC U cle) i i R N DETAIL NUMBE Z N W M SHEAR WALL DESIGNATION z 0 -i i PORCH/GLULAM BEAM O 3f (2) 2x12 3:2 W' Q J M w J _ m INTERIOR BEARING WALL O c(� 3 � OC Z S3.01 1 -STORY THREADED ROD _ LL FQ J Q INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF z - STRUCTURE WILL BE CLASSIFIED AS INTERIORIRS'LEVEL WALL PLAN- ZONE. SEE "COMPONENT AND CLADDING DESIGN 114"_1-0PRESSURES," ON COVER SHEET. QW GABLE BRACING LOCATION. 0 N Gj 0 O.0 �. VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF2 C9 (9 (9 m o A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO All: v ¢ o O STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. PLACE 6x6 'POSTO POT NDER BEAM BEARING. FASTEN BEAM T U S B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d O NAILS IN ALL HOLES. 20-01-08 16- -082-09-08f SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16 OSB FASTENED WITH 8d COMMON NAILS AT 6"-0.C, ON EDGE, 12" O.C. IN ' S3.01 O FIELD. Z M NJ op I O OA 1001(8),D HUC210 2, ALL HOLES FILLED WITH 10d NAILS. O -r 1 T 1 LL. 0 J03 o 0 0 I 2 -06 ; ; U 5-0 -001! ; ! -01-0 �` B03 t- 0 00 Ii o r CONN c rn� ! O O d z J02 O 1 lti !C14 r (0 C-4 cm cli ! N 'It ICT N r r A01 ! i i ! B 1(3) m m m m m m ; ! 02 I 1 S3.01 SEE DETAIL 6/S3.01 j ! A03 10108 ! C) FOR GABLE BRACING oN 0 s A04 i F- 1 r N i 0 I O HTU26 _ i A05 0 ii LO o 1 T 1 LL. 0 N 0 0 Q0 0 0 00 r CONN c rn� O d 6 U— — -- -- O O N u- u i ! u*) i , I i A07 0 � J � 1 I O c (1) I i Oo NOTES: ti x m J02 i o I Jp o 1 m m ! o II S301 mco ® I ! ! ; NO 1/2 HOLD BACK. v M N w N J03 ! I = _ _ �' ; ; JO � o m VERIFY CEILING ILI G PITCH II� cy) N01 4 N co PRIOR TO BUILD. D� \tIAYNF .•'• IF/ 'A 16-03-00 3-10-08 16-10-08 Ok G F 1 � � , : No. = - _ - S ;ww. OOF PLAN ..0000 'y Sheet No. S2001 9 9 9 S3.01 V01'NS3.01 ? 8 ---- --- - - -- --- ----- _ V-ol ----------------------------- --------------- - --- ------------------- — � I v} i ! f ! i Ii j i� CONTRACTOR TO VERIFY THAT THE I, HALLWAY WALL IS BEARING. IF THE E W ! BEARING, SEE OPTIONAL BEAM ANDj SUPPORTS. IF WALL IS NOT LOAD BEA MODIFICATIONS ARE REQUIRED. e E v 10 s N S3,01 N li NEW INTERIOR WALLS f' ' ! ARE NON -LOAD BEARING A ------ -- - ----------------------------------------------------- ---- . ISTING =i LL IS I' E-------- ---- RING, --------- ING, NO -- - - __ -- - Sit01 --= t _ _y t f I f I�: t I i I A t � I, ( 1 9 S3.01 (I ------------ If i s j I t ! 1 ! _ IRST LEVEL WALL PLAN 1/4" = 1'-0" O � Q C�7 m � rn W N O W O � � Q ti r z Z L: Lu .g 0 z O U o (L O LLw o U) OD F Co U) p z a z z 0 V M W 04 c z o LL �0 FO rI w Q J M w Jm W "'0 OC F - (n LL F J Q Q Z W 0 n o N .0 C9 �N Z J J Q W U Z w 0 00 N C M to LoC-4 av N mm p '90 LLLL iLC N U M QfA m C> e OD - C T— M CR N 0 N o � � M rn SECOND LEVEL WALL PLAN NF�'//// •• ` �� /. A O 4CI: O� �'•. RI •s �� ` PF� Sheet No. i OFFICE S2002 Q m Q) EDGE OF ALL THREAD WASHER MUST 4 w 7/16" OSB ROOF DECK FASTENED TO BE WITHIN 3" OF THE HEADER KING Q FRAMING WITH 8d RING SHANKS AT 6" O.C. STUD, TYP BOTH SIDES OF OPENING_ z E D { ON EDGE AND 12 O.C. IN FI L . E •o I { •• i j j j� I I EDGE OF ALL THREAD WASHER o • I � € I I j CONNECTION: SIMPSON SPH AT 24" E Z v MUST BE WITHIN 3 OF THE a f L a {i i D p p Pd a, t1 m p 1% HEADER KING STUD, TYP BOTH o TRUSS TO TOP PLATE CONNECTION: H2.5A • 7/16" OSB ROOF DECK. i SIDES OF OPENING. � o WITH (10) 8d NAILS FOR UPLIFTS LESS c.) co THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS ' } EACH FOR UPLIFTS LESS THAN 1200 LBS. co (2) 2X6 NO.2 SYP TOP PLATE FASTENED I ; i NO.2 SYP HEADER, TYP. SEE WITH (2) ROWS 10d AT 16" O.C. TOP PLATE TO KING STUD € PLANS FOR SIZE, PLIES, AND STAGGERED. MINIMUM <24" LAP WITH (12) i • • CONNECTION: (2) SIMPSON SPH WITH NUMBER OF KINGS AND CRIPPLES. 10d IN LAP. I (12)10dX1-1/2" COMMONS AT EACH H2.5A WITH (10) 8d NAILS FOR UPLIFTS l I i i i s { %" ALL THREAD CONNECTORS. SEE LESS THAN 600 LBS. 2 H2.5A WITH 10 I ,� I `� co I ALL -THREAD NOTES FOR INSTALLATION 8d NAILS EACH FOR. UPLIFTS LESS THAN SPECIFICATIONS, SPACING AND 1200 LBS. EMBEDMENT. GARAGE DOOR HEADER. SEE PORCH BEAM. SEE PLAN. z p i 3 FRAMING PLANS FOR SIZE AND KING STUDS & CRIPPLES: 6 16d ! BETWEEN ADJACENT KING STUDS i i > € i AND CRIPPLES. TRUSS TO BEAM — FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON w Z � EDGES, 12„ O.C. IN FIELD. f I G�FASTEN � j I 3/4" = T-0" 2X6 SPF STUDS AT 16” O.C. ADJACENT STUDS W/ (2) PLACE 1/2" ANCHOR BOLTS PER i s { Z T T TYPICAL WALL SECTION. H � 2X6 NO.2 SYP PT BOTTOM PLATE. APPLY STAGGERED. FASTEN 7/16" OSB TO O I 4' 1/2" ANCHOR BOLTS WITH 6" MIN EXTERIOR OF RETURNS & ABOVE 1 j DOOR W/ 8d @ 3" O.C. ON EDGE, 12" FIELD. EMBEDMENT AT EACH SIDE OF BOTTOM j V O.C. IN PLATE SPLICES. W 00 +_—:77TTA N L.L. U N :J - 1 I--- Z N { TOP PLATE TO GARAGE HEADER •o I •• i j j j� I I o • I � € I I j CONNECTION: SIMPSON SPH AT 24" E Z v f � a f L a {i i D p p Pd a, t1 m p 1% { a o SEE FOUNDATION PLAN FOR FOOTING SCREWS STAGGERED EACH FACE.SPECIFICATIONS. NOTES (] • + f 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD LVUBEAM. SEE PLAN FOR t� SPACING N ADDITIONALl0 NAL CONNECTORS ARE REQUIRED OR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. SPECIFICATIONS. P AL HEADE FRAMING DETAIL TYPICAL GARAGE OPENING DETAIL MULTI—PLY FASTENING co TYPICAL WALL SECTION TY IC 5 "_ 1 2 3/4 0 3!4 1-0 $ (D O. ci m CD 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, g" O.C. IN FIELD. TOP PLATE TO HEADER: ♦♦ ^^ BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. - /`� SSP AT 16" O.C. VJ 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON EXISTING TOP PLATE TO FRAMED TOP PLATE W/ SIMPSON H2.5 W/ $ 8d — - REMAIN. Q� COMMONS. BLOCK BETWEEN OUTLOOKERS. �� a _ GABLE TRUSS TOP CHORD I EXISTING TOP PLATE AND f j s E 0 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. I i ! ' WALL FRAMING. 1 EXTEND BACK &FROM GABLE. ATTACH TO GABLE I KING STUDS TO TOP AND rn AND TRUSS VERTICALS W/ (3)16d. WHERE TRUSS j V t � BOTTOM PLATE WITH SSP. 1 { i Z VERTICALS DONT' EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH 3 16d COMMONS AT EACH j j ( I � O i I EXISTING HEADER � NEW HEADER. SEE PLAN FOR INTERSECTION OF PROPOSED VERTICAL AND SIZE, KINGS AND CRIPPLES. EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. e j � CRIPPLES TO HEADER: 2x4x8 SYP LATERAL BRACE AT 48". APPLY (2)16d FILL OPENINGS WITH 2X4 MST418 WITH (6)10d IN , f THROUGH DIAGONAL BRACE INTO EACH CEILING ; E ? NO.2 SPF STUDS AT 16" O.C. j i HEADER, (8) 10d IN CRIPPLE JOIST. 3 i FASTEN TO I I HEADERIFRAMING ABOVE I FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH 8 8d. 9 � I,[� I AND BOTTOM PLATE BELOW { I GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH I WITH (4)10d TOE -NAILS. j 10 10d AT 48" O.C. i i j i s ! I 6 cliN Ln 9 I { I ! WHERE DOORS/WINDOWS i { t EXIST, USE 2X4 BUCK. GABLE BRACING DETAIL -TRUSS , , FASTEN EACH END WITH (4) { { L V 0 6 3/4" = 1'-0 j 10d TOE -NAILS. j 1 j U u 0 vM 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR iI I i FASTENING. 2X4 PT NO.2 SYP BOTTOM I s I j PLATE. FASTEN TO EXISTING I x m �m SLAB WITH 1!4" TAPCONS AT 6 O.C. WEB TO BE BRACED. SEE I 1/2 TITEN HD SCREWS NO m i 1 TRUSS COMPRESSION y { E { { (( I FUR HER THAN 3" AWAY "' C TRUSS ENGINEERING BY OTHERS FOR LATERAL € ! i p FRO . CRIPPLE STUDS. N o Y N 4 BRACE LOACTIONS. ! s E .. { y , i CD w CD 1 f YAP 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OFNN BRA WEB FASTENED TO EACH WEB WITH 2 8D a D ° s ° p ° © Q� "•• ••• G' �� l -------- CED �) a a DA _ a a p ••. ---- k r — NAILS. a D p ° s� { D a P I •j 2 L -------------------------- — a D , R� 1 EXI ING FOOTING TO 3 2X12 ., 4ul " (� RE IN �n f N 28 = --------------------------- ss p e R 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK a b a P D a D p e, p D j EXISTING TRUSS • �• TEO FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE BOTTOM CHORD •• ••• �(/ _ ! TRUSS ENGINEERING FOR LATERAL BRACING REQUIRED, LAP — , { _ii 0 1—, II—I f I —1 u 4 11_� 3 f f `�_ •••••�•• Cj` �I1 LOCATIONS. IF LAPPING IS s— ,.� SHOWN OVER (2) TRUSSES. !-1 j i I i ; I ! { 4—I s—i ! I—� ! I—I ! s ,, s s--, .. /11 LUS24 j BRACE'FASTENS TO FOUR TRUSSES. APPLY Sheet No. BRACE AS CLOSE TO 450 AS POSSIBLE. WALL FILL DETAIL HEADER FRAMING DET IL SECTION v 3/4" =1'-0" 3/4"= V-0" O 1-1/2" =1'-0" ERMANENT TRUSS BRACING.... Y S3m01 TOP PLATE TO GARAGE HEADER L: o • CONNECTION: SIMPSON SPH AT 24" E Z v f O.C. WITH (12) 10dX1-1/2" COMMONS. m p 1% • 7/16" OSB ROOF DECK. 0 � o c.) co o w co I TOP PLATE TO KING STUD • • CONNECTION: (2) SIMPSON SPH WITH TRUSS TO TOP PLATE CONNECTION: (12)10dX1-1/2" COMMONS AT EACH H2.5A WITH (10) 8d NAILS FOR UPLIFTS E ND OF HEADER. LESS THAN 600 LBS. 2 H2.5A WITH 10 co I 8d NAILS EACH FOR. UPLIFTS LESS THAN 1200 LBS. GARAGE DOOR HEADER. SEE PORCH BEAM. SEE PLAN. z p FRAMING PLANS FOR SIZE AND PLIES. > TRUSS TO BEAM w Z � 4 G�FASTEN 3/4" = T-0" ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., Z STAGGERED. FASTEN 7/16" OSB TO O 4' EXTERIOR OF RETURNS & ABOVE 1 j DOOR W/ 8d @ 3" O.C. ON EDGE, 12" FIELD. V O.C. IN W N L.L. U N I--- Z N rn W M LTT131 FOR GARAGE HEADER Z a ILL f CRIPPLES. ALL HOLES FILLED WITH O _ 10d NAILS. 0 W Q 7e J CL IL GARAGE SLAB N I J chi O m U SDS SCREWS AT 12" O.C. STAGGERED. W M + i MINIMUM EDGE DISTANCE = 2" ( z a i MINIMUM END DISTANCE = 2" Q Q _ SCREW LENGTH PER TABLE: LL J a LL a D Q` 1 I k_ -_I I E- (% 2 -PLY: SDS25312 Z =1 i_ I I 3 -PLY: SDS25500 4 -PLY• SDS25600 Q SEE FOUNDATION PLAN FOR FOOTING SCREWS STAGGERED EACH FACE.SPECIFICATIONS. NOTES (] • + f 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD LVUBEAM. SEE PLAN FOR t� SPACING N ADDITIONALl0 NAL CONNECTORS ARE REQUIRED OR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. SPECIFICATIONS. P AL HEADE FRAMING DETAIL TYPICAL GARAGE OPENING DETAIL MULTI—PLY FASTENING co TYPICAL WALL SECTION TY IC 5 "_ 1 2 3/4 0 3!4 1-0 $ (D O. ci m CD 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, g" O.C. IN FIELD. TOP PLATE TO HEADER: ♦♦ ^^ BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. - /`� SSP AT 16" O.C. VJ 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON EXISTING TOP PLATE TO FRAMED TOP PLATE W/ SIMPSON H2.5 W/ $ 8d — - REMAIN. Q� COMMONS. BLOCK BETWEEN OUTLOOKERS. �� a _ GABLE TRUSS TOP CHORD I EXISTING TOP PLATE AND f j s E 0 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. I i ! ' WALL FRAMING. 1 EXTEND BACK &FROM GABLE. ATTACH TO GABLE I KING STUDS TO TOP AND rn AND TRUSS VERTICALS W/ (3)16d. WHERE TRUSS j V t � BOTTOM PLATE WITH SSP. 1 { i Z VERTICALS DONT' EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH 3 16d COMMONS AT EACH j j ( I � O i I EXISTING HEADER � NEW HEADER. SEE PLAN FOR INTERSECTION OF PROPOSED VERTICAL AND SIZE, KINGS AND CRIPPLES. EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. e j � CRIPPLES TO HEADER: 2x4x8 SYP LATERAL BRACE AT 48". APPLY (2)16d FILL OPENINGS WITH 2X4 MST418 WITH (6)10d IN , f THROUGH DIAGONAL BRACE INTO EACH CEILING ; E ? NO.2 SPF STUDS AT 16" O.C. j i HEADER, (8) 10d IN CRIPPLE JOIST. 3 i FASTEN TO I I HEADERIFRAMING ABOVE I FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH 8 8d. 9 � I,[� I AND BOTTOM PLATE BELOW { I GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH I WITH (4)10d TOE -NAILS. j 10 10d AT 48" O.C. i i j i s ! I 6 cliN Ln 9 I { I ! WHERE DOORS/WINDOWS i { t EXIST, USE 2X4 BUCK. GABLE BRACING DETAIL -TRUSS , , FASTEN EACH END WITH (4) { { L V 0 6 3/4" = 1'-0 j 10d TOE -NAILS. j 1 j U u 0 vM 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR iI I i FASTENING. 2X4 PT NO.2 SYP BOTTOM I s I j PLATE. FASTEN TO EXISTING I x m �m SLAB WITH 1!4" TAPCONS AT 6 O.C. WEB TO BE BRACED. SEE I 1/2 TITEN HD SCREWS NO m i 1 TRUSS COMPRESSION y { E { { (( I FUR HER THAN 3" AWAY "' C TRUSS ENGINEERING BY OTHERS FOR LATERAL € ! i p FRO . CRIPPLE STUDS. N o Y N 4 BRACE LOACTIONS. ! s E .. { y , i CD w CD 1 f YAP 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OFNN BRA WEB FASTENED TO EACH WEB WITH 2 8D a D ° s ° p ° © Q� "•• ••• G' �� l -------- CED �) a a DA _ a a p ••. ---- k r — NAILS. a D p ° s� { D a P I •j 2 L -------------------------- — a D , R� 1 EXI ING FOOTING TO 3 2X12 ., 4ul " (� RE IN �n f N 28 = --------------------------- ss p e R 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK a b a P D a D p e, p D j EXISTING TRUSS • �• TEO FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE BOTTOM CHORD •• ••• �(/ _ ! TRUSS ENGINEERING FOR LATERAL BRACING REQUIRED, LAP — , { _ii 0 1—, II—I f I —1 u 4 11_� 3 f f `�_ •••••�•• Cj` �I1 LOCATIONS. IF LAPPING IS s— ,.� SHOWN OVER (2) TRUSSES. !-1 j i I i ; I ! { 4—I s—i ! I—� ! I—I ! s ,, s s--, .. /11 LUS24 j BRACE'FASTENS TO FOUR TRUSSES. APPLY Sheet No. BRACE AS CLOSE TO 450 AS POSSIBLE. WALL FILL DETAIL HEADER FRAMING DET IL SECTION v 3/4" =1'-0" 3/4"= V-0" O 1-1/2" =1'-0" ERMANENT TRUSS BRACING.... Y S3m01