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223 Ocean Blvd RESO19-0022 Rev Building Detail Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN "t City of Atlantic Beach Building Department GRAY IS REQUIRED. �;' v 800 Seminole Rd, Atlantic Beach, FL 32233 \P-0109}- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES019- v(OZZ Revision to Issued Permit OR Corrections to Comments Date: I2,(o/i Project Address: 2 73 0 Ceo-r'` J v ,1 Contractor/Contact Name: 7_f_ Contact Phone: ()(My7 0-oz $Z Email: "'Z�-� a. scr. Description of Proposed Revision/Corrections: Id w� cLLk I 7. t- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wff proposed revision/corrections add additional square footage to original submittal? 0'No ❑ Yes (additional s.f.to be added: • W. proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building valu : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ Revision/Plan Review Comments COn lac / / �' 4 - yak 7-e' P.to SiOV\ Ccf l Pay -11(%e-,Depar tment Review Required: Planning&Zoning Rev ed By Tree Administrator Public Works Public Utilities l Z- /G. /9 Public Safety Date Fire Services Updated 10/17/18 ("--- ' ''` , 5, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -.5,11, ______y/—) ATLANTIC BEACH, FL 32233 (904) 247-5800 Vtri i_ BUILDING REVIEW COMMENTS Date: 12/5/2019 Permit#: RESO19-0022 Site Address: 223 OCEAN BLVD Review Status: Denied RE#: 170194 0000 Applicant: SOUTHERN CONCEPTS CONTRACTING Property Owner: TROFIMENKO PETER Email: zeke@southernconceptscontracting.com Email: PETERTRO365@GMAIL.COM Phone: 9044700282 Phone: 9042443091 9044700282 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The submitted structural page S 1.4, has a note stating to see ROOF LEDGER DETAIL 2/S2.0. That detail on page S2.0 is for BUILT-UP MEMBERS FASTENING. Please submit the roof over framing ledger detail that would apply to this installation process. 2 Copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left Revision Request/Correction to Comments **ALL INFORMATION .,:11-A's-1)4i, HIGHLIGHTED IN % City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 -wow- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ( \C--2------L4-:-)H1 0 2z- ❑ Revision to Issued Permit OR Corrections to Comments Date: l 2/'7// Project Address: 2-2 3 t) C4:2, � g it'd Contractor/Contact Name: 2.9k_o_ S 1— Contact Phone: *i'7 —t470—oz._C2— Email: 7 ck.-e c rn Gc,/1 c_,e_i c . z-�''"'s-- Description of Proposed Revision/Corrections: 7 — vks> f_ed 4 \ Over L.a.-1 4 A ed I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W. proposed revision/corrections add additional square footage to original submittal? [�No ❑ Yes (additional s.f.to be added: ) !f°' C. • w- proposed 1 proposed revision/corrections add additional increase in building value to original submittal? No ❑*yes (additional increase in building val : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Depent Review Required: Buildin L:::;%Z-- e/€ --....._. ►g-&Zonin j Reviewed By Tree Administrator Public Works Public Utilities 1 Z ^ 'j — I Public Safety Date Fire Services Updated 10/17/18 rte 1Ji'/ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN "�' City of Atlantic Beach Building Department GRAY IS REQUIRED. 1: 1/ 800 Seminole Rd, Atlantic Beach, FL 32233 ``°""2 Phone: 49 247-5826 - Q �LO,� ( 0 ) Email: Building-Dept@coab.us PERMIT#. � � � T "'L�J22 Revision to Issued Permit OR LLd Corrections to Comments Date: / 2/0 9 Project Address: 22 3 © C' .V\•• grief Contractor/Contact Name: 2e--L...0- Contact Phone: (*2 y-470-122--C7— Email: 2 C.-Le 40 Cd K rn C-v o1 C4.0 . e--c;;;""^` Description of Proposed Revision/Corrections: _ ci 4 \ 0 vet- ( ee(� �- w�( t� .4- .--1-4" � ; l (IAA ed affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W' proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) '1ts, • W' I proposed revision/corrections add additional increase in building value to original submittal? No Cl*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) / 7 - di ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Du: Revision/Plan Review Comments I/1)S SinS Fra tr.M S Ac ja; I o/1 11251_ Sec, De.. -nt Review Required: Buildin• ' - ••••: &Zoning fl‘Rel)'''-wed By Tree Administrator Public Works Public Utilities 12- S'-1 f Public Safety Date Fire Services updated 10/17/18 F `S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/25/2019 Permit#: RESO19-0022 Site Address: 223 OCEAN BLVD Review Status: Denied RE#: 170194 0000 Applicant: SOUTHERN CONCEPTS CONTRACTING Property Owner:TROFIMENKO PETER Email: zeke@southernconceptscontracting.com Email: PETERTRO365@GMAIL.COM Phone: 9044700282 Phone: 9042443091 9044700282 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit engineer's design for attaching the LUS26s for the 2x6 roof rafters on the revised shed type porch roof. Currently, according to Zeke Stewart the contractor, the LUS26s would be attaching to a brick veneer. Requiring that a ledger and its designed attachment to the host structure be submitted for attaching the LUS26s. 2. If possible, some product approval needs to be submitted for the porch roof covering. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN '? City of Atlantic Beach Building Department GRAY IS REQUIRED. ''` Jifl> 800 Seminole Rd, Atlantic Beach, FL 32233 �- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RE.--5019 - 0024 Revision to Issued Permit OR Corrections to Comments Date: )(J 2 0/ i /Project Address: 1 2 3 0 tea..,-1 8 w c4 J Contractor/Contact Name: 7...-a.-e..... c4.44,..)0.r -k Contact Phone: 90 4—'f-7 O-(. 2 L Email: Ze.c-e �Co *12 v-rt.. c-ovi ari, cis). Description of Proposed Revision/Corrections: G ho,f.9;vi 7 -1-o t.v o Oc -c-rot-en C. ►VAS.(-& ( o-1 6/0 c(c._ 1-0 w1�- -e.?C r s-1--.41 7 C..,9 v\ s ,4-44-1 o iN. (I- A,ci os ;0.1 f ore-L. ) 1 .lk r— -4- C r ca...44'‘y nve_r havt, (r.. ><roet 'T o-I-- d*o( 12-e/ J2_ affirm the revision/correction to comments is inclusive of the proposed c anges. (printed name) • Wj•11 proposed revision/corrections add additional square footage to original submittal? /� n v [ No ❑ Yes (additional s.f.to be added: �9 V • Will proposi . d revision/corrections add additional increase in building value to original submittal? ❑No *Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 4 (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments_ 5 ri-----n,L (.4,—,., ^ (.1—;s4--r‘ "e?<-c e-ed s y Gt l i GwG,,, e Department Review Required: � /guarding _------ % ?WIWI-rig&Zonin Reviewed By Tree Administrator Public Works _ '� Public Utilities (2 Public Safety Date Fire Services Updated 10/17/18 �1iRevision Request/Correction to Comments **ALL INFORMATION '`%�, HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. - n Ti, 800 Seminole Rd, Atlantic Beach, FL 32233 Q /, Ita— Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: REs 'c -00 2-2 Revision to Issued Permit OR ❑ Corrections to Comments Date: 1V 2 4/ 1 Project Address: 2 2 3 04B._rt S f Vc4 Contractor/Contact Name: 2-€ c4-4.4.,,J a r -k Contact Phone: 1 © 4—4-7 0 02-E(Z- Email: Ze c-Q-C co LA-4 Q ✓rl Goo art3• Description of Proposed Revision/Corrections: C.,to-rNy;A 7 - O w D a -Fra,,ell e. I't 54--e o4 /o ma lc_ 4-0 kV c h -e_K f s n 7 Lc.v. s c4©,r.. 4 J o s,,.q p oc c_1. c-11 4k & + c c_..44'., over IA K, -0„. n # o I- 2-0-~o(--- I *7-e 12-e 1c¢ affirm the revision/correction to comments is inclusive of the proposed c anges. (printed name) • proposed revision/corrections add additional square footage to original submittal? W. o 1111 Yes (additional s.f.to be added: ) Nr N V ` • Will propos d revision/corrections add additional increase in building value to original submittal? ❑No *Yes (additional increase in building value: $ le--- ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: l (Office Use Only) ❑ Approved WDenied ❑ Not Applicable to Department Permit Fee Due$ .-O. 0 0 Revision/Plan Review Comments 21416-T H sk h5 hR- P ns,yi4o e.pins de /a s 13 nit Ca Ackne L V o2 Go * AaS/ 71lvc/*-" — mi' ssinS a 404015rr- Department Review Required: ,Ulrdl ni TP3,— "finning&Zoningi Reviewed By Tree Administrator Public Works Public Utilities / /.)--Y - /? Public Safety Date Fire Services Updated 10/17/18 REVISION BP#Qeso/q--0c2 2 ^..--„,--, ^� N-FILL WINDOW DATE / Z / /G / l ROOF LEDGER W/2x4®16 STUD WALL SIGNED SEE DETAIL �IIw 1/FS1 l zrAinAlitwommok. TRUSS / ROOF RAF 1. ST ® MM. WITHRAP 2-12d TRUSSES TOE STRAP UNLESS C If > MOW'J J 2'c' 11111M111 (3)2x4 POST w/2 OFFICE COPY , } SDWC15600ANDBOT TOP i N ■ ROO R ATERSSF®24"O.C. _____F ___Ain______•Tow (3)2x4 POST w/2 SDWC15600 TOP AND BOT (3)2x8 POST w/2 SDWC15600 TOP AND BOT PARTIAL ROOF FRAMING PLAN 8d COMMON NAILS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, AT 3" O.C.(TYP) FASTEN TO ROOF FRAMING BELOW w/ 4— fi'x4" LAG SCREWS NAILS ROOF SHEATHING AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. ``\� .1k J" 4,0 /0,// `�� SIMPSON H3 w/ 10-8d COMMON 4:P.... ` ' ••� •.�/ NAILS FROM RAFTER TO LEDGER V • AND LEDGER TO ROOF MEMBER. _ * 0. 71461 '. * 3 3 EXISTING •TA •' OF -WI.:, ROOF MEMBER. cc� �''��O/:' A 0 R\ >c)t o %FSS/ONA--�' `\.•; '''/111,111111\���` ® ROOF LEDGER 12.06.19 )Christopher ) Sabourin PE SFL PE#71461 PROJECT S A B 1205CA#32529 223 OCEAN BLVD ATLANTIC BEACH BEACH BLVD FL STRUCTU9 RAL 0BEACH, 9044—712-57500 J°B N0 ZEKE-19-0135 FIELD SKETCH No. ENGINEERING CHRIS@SABOENG.COM DATE 12.06.19 DESIGN SPECIFICATIONS GENERAL NOTES a CONSTRUCTION SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - EXISTING WORK CLASSIFICATION - TYPE II ALTERATION (WORK AREA COMPLIANCE METHOD) DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF ROOF LOADING (cd=1.25) COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (METAL)CLAY MASONRY (,BRICK) • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD LIVE LOAD 10 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION CONCRETE SPECIFICATIONS: DEFLECTION CRITERIA: SHALL BE PERMITTED ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: GENERAL NOTES: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE. FOOTING AND FOUNDATIONS MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODESFOOTING HAVE BEEN DESIGNED BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = PRESSURE AND MINUS = SUCTION. E WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTR BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) MEAN ROOF HEIGHT ----------------------- 15.0 FT°,�a- UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL HALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2/12 o as © 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS IN BUILDING CATEGORY ----------------------- II ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS TO EACH EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C t ENCLOSURE CLASSIFICATION-----------------ENCLOSEDa CONCRETE SLABS ON GRADE: �`--�`- DENOTES EDGE STRIP. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR INTERNAL PRESSURE COEFFICIENT -------------- f .18 0 � SEE C & C CHART PREVENTION OF SUBTERRANEAN TERMITES. ABOVE FOR 'a' DIMENSION SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE MATERIAL SPECIFICATIONS 11 - o METHODS. a WOOD FRAMING SPECIFICATIONS: HARDWARE AND ANCHORS: a o ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA ASTM A 307 OR ASTM F 1554 GRADE 36.PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). [NOT ACTUAL PLAN]a IL NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ROOF COVERING SPECIFICATIONS: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE EXTERIOR SHALL BE GALVANIZED. MANUFACTURERS REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" METAL FLASHING AND VALLEY MATERIALS. LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: WATERPROOFING: (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF -'STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE, SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS CONNECTOR ROOF SHEATHING SPECIFICATIONS: FASTENERS FL# CODE MEMBERS CONNECTION FASTENER TYPE INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE DESIGNATES SHEARWALLS THE (2)2X8-1/2 HEADER SIZE, JACK AND .._.._.._.___...-_._______._... HIDDEN LINE DESIGNATES SIDE OF KING STUD QUANTITY. ==---=-==-=-�= WALL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d @ 3/6 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" HANGLE- MIN. 4'-0" OF ROOF 3/6", 32/16, EDGE). APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 2 -GUN NAILS © 12" STAG. WALL SHEATHING SPECIFICATIONS: 450 12-8d)<1 1/2 \ TOP PLATE, LAPS/INTERSECTION FLEXIBLE FINISH -MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE 520 INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. FACE NAIL STUCCO FINISH. -MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL 11470.3 STUDS TOE NAIL (8d Com? 6") GUN NAIL @ 6" MTSi2 1000 TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (METAL)CLAY MASONRY (,BRICK) • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD LIVE LOAD 10 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION CONCRETE SPECIFICATIONS: DEFLECTION CRITERIA: SHALL BE PERMITTED ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: GENERAL NOTES: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE. FOOTING AND FOUNDATIONS MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODESFOOTING HAVE BEEN DESIGNED BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = PRESSURE AND MINUS = SUCTION. E WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTR BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) MEAN ROOF HEIGHT ----------------------- 15.0 FT°,�a- UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL HALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2/12 o as © 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS IN BUILDING CATEGORY ----------------------- II ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS TO EACH EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C t ENCLOSURE CLASSIFICATION-----------------ENCLOSEDa CONCRETE SLABS ON GRADE: �`--�`- DENOTES EDGE STRIP. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR INTERNAL PRESSURE COEFFICIENT -------------- f .18 0 � SEE C & C CHART PREVENTION OF SUBTERRANEAN TERMITES. ABOVE FOR 'a' DIMENSION SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE MATERIAL SPECIFICATIONS 11 - o METHODS. a WOOD FRAMING SPECIFICATIONS: HARDWARE AND ANCHORS: a o ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA ASTM A 307 OR ASTM F 1554 GRADE 36.PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). [NOT ACTUAL PLAN]a IL NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ROOF COVERING SPECIFICATIONS: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE EXTERIOR SHALL BE GALVANIZED. MANUFACTURERS REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" METAL FLASHING AND VALLEY MATERIALS. LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: WATERPROOFING: (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF -'STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE, SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS CONNECTOR UPLIFT SCHD FASTENERS FL# CODE MEMBERS CONNECTION FASTENER TYPE INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE DESIGNATES SHEARWALLS THE (2)2X8-1/2 HEADER SIZE, JACK AND .._.._.._.___...-_._______._... HIDDEN LINE DESIGNATES SIDE OF KING STUD QUANTITY. ==---=-==-=-�= WALL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d @ 3/6 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" L3'/2 x 31/2 x'/4 SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS © 12" STAG. A35 450 450 12-8d)<1 1/2 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS H8 .620 530 5-10dx1 t/2" EA. END 11470.3 RIM JOIST TO TOP PLATE TOE NAIL (8d Com? 6") GUN NAIL @ 6" MTSi2 1000 860 7-10dx1'/2" EA. END 10456.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS MSTA24 1765 1270 9-10d EA. END 13872,4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ -ADJACENT LG - Long BM - BEAM MANUF - Manufacture BOT - BOTTOM MONO Monolithic - BRG - BEARING OC - On Center CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board DBL - DOUBLE PERP - Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered EA - EACH PSF - Pounds per Square Foot EE - EACH END PSI - Pounds per Square Inch EOR - ENGINEER OF RECORD PT - PRESSURE TREATED EQ - EQUAL QT - Quick Tie EXT - EXTERIOR REINF - Reinforce FBC - FLORIDA BUILDING CODE SF - Square Foot FDN - FOUNDATION SPF -Spruce Pine Fur FT - FOOT SYP - Southern Yellow Pine FTG - FOOTING THRU - Through HDR - HEADER TYP - Typical HORIZ - HORIZONTAL UON - Unless Otherwise Noted - LBS - POUNDS VERT Vertical WWF - Welded Wire Fabric HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 JOIST TRUSS TO PLATE TOE NAIL (2-16d ) 3 -GUN NAILS 1-5/g"� ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS 1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS LUS28 930 780 6-10d TO HEADER 10655.113 CONT. HEADER, TWO PIECES FACE NAIL 16d© 16" O.C. © EDGE 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS HU410 905 785 14-16d TO HEADER 10531.36 STUD TO SOLE PLATE TOE NAIL 3-16d 4 -GUN NAILS ( ) 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d © 16") GUN NAIL © 8" ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS 3"x0.131 "O = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"0 = 6d 2'/ "x0.13'1 "0 = 8d 3"x0.148"0 = 10d 31/2%0.162"0 = 16d 11/2 "x0.148"O = 10dx1'/2 " 1'/2 "x0.131 "o = 8dx1'/2 " ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT208 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 1-'/2"0 ROD TO FTG. LSTA12 805 695 10-10d 13872.5 BRICK NOTES / LINTEL SCHD LINTEL DIMENSION MIN. BRG. MAX. SPAN L3'/2 x 31/2 x'/4 4» 6'- 0" L4x3'/2 " x'/4 6" 8,-O0$ L5x31/2 "x'/4 6" 10'-0" L6x31/2 "x'/4 6" 12'-0" L7x31/2 „x1/4 6" 16'-0„ 1. STEEL LINTELS TO BE MINIMAL 36" LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED I VENEER ENEER - WEATHER 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER G, BE LATERALLY SUPPORTED NOT TO i EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. ;I SCREWS INTO HEADER PROVIDE A '/2" LINTEL VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT SEE NOTE 2 3. BRICK VENEER ATTACHMENT: HORIZONTAL TIES @ 24" O.C., VERT. TIES ® 12" O.C.. (FOR 11Omph HEADER, FLASHING WIND -ZONE VERT. TIES © 16" 0.C.). SEE PLAN BRICK LINTEL, AT ALL OPENINGS SPACE TIES WITHIN 12" OF OPENINGS. PROVIDE 3/16 " O WEEP SEE SCHEDULE HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW FLASHING. OF BRICK LINTEL i EL P11 ov, CS16 1705 1705 13-8d 10852.1 J (D 0 §z z CL/ CIL WF -U3 <UNo Z U ON Z V) v) LU U 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE O m m LD N m wQ�LL ZOZm= L D Z Q W>UUj m 100 � N ~ � N Q ry Q V) FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER To THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r DESIGN CRITERIA AND GENERAL NOTES SHEET S090 SHEET 1 017,8 1 NEW CONCRETE TO BE POURED TO LEVEL WITH EXISTING #3x24" LONG EPDXIED 4" ©24"O.C. SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE 11,21.19 DESIGNATES SAWCUT LINE _F INTERIOR LOAD BEARING WALL r DESIGNATES SLAP RECESS —�--- BEAM OR TRUSS, SEE PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO, RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE W/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONLITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I _j C7 2 Zc Z _ o u �(�._WIn<IIU W QUZQ�m'` Vm / U In O @J Z N -� W U 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11,21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION SHEET SLO SHEET 2 OF 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION DETAILS SHEET SID] SHEET 3 OF e "i 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WALL FRAMING PLAN SHEET SIA SHEET 4 OF 9 2x12 LEDGER. FASTEN TO FRAMING w/ 2-1/4x6" SDS SCREWS @24"O.0 2x12 FLOOR JOISTS @24"O.C. w/ LUS210 EA END (2)HTS 2ND FLOOR FRAMING PLAN SCALE: 1/4" = 1'—O" INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11.21.19 Christopher) Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2ND FLOOR PLAN SHEET S1.2 SHEET 5 OF 9 `1 -j0 2 _Z 0 M� � W � o u W(�..WIInn< r w QUzm �Nm —Q�m u) (f�Q/ILD uInxo@j t~Il L.� cv ¢ M vi _ U 1tttllllllrrt�l�� R J. ST OF\` '��irrrrlllllttttt��� 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER 5ABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2ND FLOOR WALL FRAMING PLAN SHEET S13 SHEET 6 OF JKc ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" ]1 TER NOTES: STRAPPING NOTES AND ROOF RAFTERS TO BEARING NAILS & 1—SIMPSON H3 UPLIFT )THERWISE NOTED J0 �i cgZ Zoo CIL W�c�v> 'nZ �(— InQULw QDzQ�CO V)�uInxo�, (n W = u 11.21.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ROOF F 11 RAMING PLAN SHEET SIA SHEET 7 OF X-�'% BOUNDARY OF SHEATHING s EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED . (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) © 2x6, (4) © 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS © 12" O.C. TYPICAL SOLE `N PLATE NAILING: AT 12" O.C. 0.131x3" TOE NAILS: < 6'-4" (3) @ 2x4, 2—PLY (4) @ 2x6, :- (5) @ 2x8. AT 12" O.C. — DENOTES PT. SYP#2 SOLE PLATE. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 6I-- MAX.' SYP#2 DBL. TOP PLATE. STUDS, ROOF TRUSSES, OR FLOOR JOISTS I/ 2 2x4 MEMBERS: (1) ROW OF 1 Od NAILS © 4" O.C. 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 1 '/2 (3) ROW OF 10d (3)ROWS OF 6"%4" NAILS © 8" O.C. ° ° TRUSS -OK STAGGERED ENGINEERED WOOD FASTENERS © 24"c AS SHOWN a (3) ROWS 12d `N '-0" MIN. SPLICE LEI'JGTH AT 12" O.C. / (16) 0.131x3" NAILS < 6'-4" EA. SIDE. (5)12d TOE NAILS 2—PLY (3)2x4 SYP #2 (4) ROWS 12d :- (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS AT 12" O.C. — DENOTES 3"x0.131" GUN NAILS © 6" O.C. VERTICAL EA. SIDE. O DENOTES 3—PLY LESS THAN 14" BEAM LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS 2x4 BLOCKING ©24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW I LOWER TOP PLATE AT BREAK OVER LAP DOUBLE (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS © 24"o.c AS SHOWN ° r+—rL T 1, 1 1 1 LLLI 3—PLY ° 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, 2x8 POST JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TCl (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" = 1'-0" TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 © 12" O.C. STAGGERED. SYP#2 FHEADER, PER PLAN. RAISED HEADER ------ ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. G - ° FOUNDATION, SEE PLAN WALL FRAMING AT WALL FRAMING AT PLATE CHANGE CONDITION RAISED HEADER CONDITION TYPICAL WOOD WALL FRAMING TYPICAL DOUBLE TOR DROPPED HEAD OR SILL PLATES PLATE SPLICE '-0" MIN. SPLICE LEI'JGTH (1)2x4 SPF #2 / (16) 0.131x3" NAILS < 6'-4" VENLY SPACED (5)12d TOE NAILS WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS RCHED TRANSOM OPTION: x SPF DIAGONAL BLOCKING ASTENED w/ 3-0.131"x3" A. END TYPICAL. HEATHING MAY EXTEND 2" AST BLOCKING— WINDOW TTACHMENTS MUST NCHOR INTO 2x MATERIAL. ACK AND ING STUDS, EE PLAN. NO STORY CONDITIONS, IDE SOLID BLOCKING FLOOR SYSTEM AT ALL Q LEVEL POSTS & JACK FROM SOLE WALL FRAMING AT SEE SCHEDULE iOR: PLATE BRE/NOPPED HEADER CONDITION BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. TOP PLATES ORTHOGONAL VIEW OF CORNER � a O [) — 4-10d J�1_ COMMONS WALL INTERSECTION CONDITIONS FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" 2% 2Y4 3x3xY4" SLOTTED HASHER PUSHED F0 OUTSIDE -ACE OF WALL. PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR Y2"OX6" SIMPSON TITEN HD. SECTION VIEW SIMPSON HTT5 OR CORNER HDU5. FASTEN WALL INTERSECTION 26-10d COMONS CONDITIONS EDGE DISTANCE CONDITIONS NOTES: 36" LONG STUD STUD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. — DENOTES 3"x0.131" GUN NAILS © 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" 2% 2Y4 3x3xY4" SLOTTED HASHER PUSHED F0 OUTSIDE -ACE OF WALL. PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR Y2"OX6" SIMPSON TITEN HD. SECTION VIEW SIMPSON HTT5 OR MIN 2 PLY STUD HDU5. FASTEN IN LIEU OF 2 STUDS 26-10d COMONS ITS ACCEPTABLE EDGE DISTANCE TO SISTER A MIN 2 PLY 36" LONG STUD STUD FASTEN W/12 - 2Y4" 0.1,31x,3" GUN ° NAILS 3x3x0.229" SIMPSON DTT2Z °°°° Y4"x1Y2" °°°° ° /-w/8- SDS SCREWS I ° ° Y2" THREADED ROD I 5/s" THREADED EPDXIED 4" MIN OR ° ° ROD EPDXIED ° ° )2x6 TITEN HD /-7.5" MIN ° ° I HTT5 or HDU5 DTT2Z LTT20B HOLD DOWN ATTACHMENT DETAIL 3x3xY4" SLOTTED WASHER PUSHED TO OUTSIDE FACE OF WALL. SOLE PLATE ANCHOR Q$ HOLD DOWN. BUTT JOINT 12" 1Y" 2 PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y"O EPDXY 42" 24" 3x3xO.229" 4" 2Y4" Y"1x6" TITEN HD 42" 24" 3x3x0.229" 4Y" 2 4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8 " W/ 1'/2 "0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" MIN 2 PLY STUD IN LIEU OF 2 STUD ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 - 0.1,31x,3" GUN NAILS SIMPSON LTT20B Y2" THREADED ROD EPDXIED 4" MIN OR 2x6" TITEN HD 11.21.19 11.21.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRSTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURN MAY RESULT IN ADDITIONAL ENGINEERNG OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL WOOD FRAME DETAILS SHEET S2.CJ SHEET 8 OF 2x6 WOOD BLOCKS. FASTEN TO FRAMING w/ 2-1/4x6" LAG BOLTS 1" MIN AIR GAP 2x6 LEDGER. FASTEN TO BLOCKS w/ 6-0.131x3 NEW RAFTERS PER PLAN ROOF SHEATHING (3)2x6 WOOD BL, FASTEN TO FRAMIN 2-1/48" LAG E EXISTING BRICK VEI ILL LLI. SECTION A- A 2x6 LEDGER. FASTEN TO BLOCKS w/ 6-0.131x3 1" MIN AIR GAP 2x6 LEDGER. FASTEN TO BLOCKS w/ 6-0.131x3 NEW RAFTERS PER PLAN ROOF SHEATHING EXISTING BRICK VE SECTION B- B LEDGER -RAFTER SECTION SCALE: 3/4" = 1'-0" PACK SOLID w/ WOOD FRAMING DEC 4 2019 i'�,rlrJ,r,ti � JZ 2 OO ry0,wlzLon d /�1 W Nn Q V Lrn- W ,< co 0 ^ z(YI�- W N V I� Z U N�0� C!1 Lj 7- u U -� 0 ° 9 11.21.19 Christopher] Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 11.21.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAME DETAILS SHEET S2.1 SHEET 9 of 9