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Home My WebLink About7630 Broad Pointe DrIF 99 2260-3EEB-ELSTON.99 C,;,C�� HOMES � �� 12602 TELECOM DRIVE, TAMPA, FL 33637 T*1= (813) 740-0720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pwim BI1DWG cOD& RLR gnul, ABV. ABOVE LAV. LAVATORY DATE DESCRD�TION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7 N EMN (2=) -A, IDM AND STATZ CMIS -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 NPH :EXPOSURE RESIDENCE _ C -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ. AMP. HD. CL CAB. CLG. CLR CONC. CPT. CDT. DBL. D.G. DIA. DIM. DISP. DP. DR Ds. DTL. D.W. FA. EQ. EXIT E.G./FX. F.G. FIN. FLR FR DR FTG. GA. GAR DISP. G.F.I. QL. H.B. H.C. HDR, HOT, OR HT TNT. AIR CONDITIONING �SRNABLE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CDER� CME DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FUEL GAS ss FUEL GAS FINISH FLOOR FLRENCHs�R FOOTING GAUGE GARBAGE DISPOSAL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUMBOARD HOLLOW CORE HEADER HEIGHT INSULATIONTINTERIOR LUM. Mc. MIN. M.T. MTD MIL. TITS, O.C. PL P.B. PH. PLY". PR. P.T R. RAD. RA.G. REF. RM. RO. S.C. SD. S.H. SHE. SHTHG SHWR SIM SL. SL.GL. STD. sws TEMP. THK. T.O.C. T.O.P. T.O T.G.S. uNo V.P W. W/ WDw W4I W.I. LUMINOUS °�T� = MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE ATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS RETURN AIRORH.L REFRIGERATOR ROOM ROUGHOPEMNG SOLID COREEXTDR SMOKE DETECTORELEV. SINGLE HUNG SHEETPG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TGPGAS',"B TYPICAL UNLESS WISE VAPOR PROOF WASHER WITH WOOD WATER HEATER WROUGHT IRON OVIOAI 2-STORY CMU GONVER6ION ARCHITECTURAL SHEET DESCRIPTION 0WA6 DID SET ISSUED PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATION 'H' FRONT &REAR PG A4H-ELEVATION 'H' LEFT & RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN pG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS D3-DETAILS PG D4—PRODUCT APPROVALS PG WAi—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01R2A8 2011 FBC UPDATE 021M STONE ELEVATIONS ADDED 0211DAD CONSTRUCTION DOCUMENTS ISSUED 04116/16 FOOTING REVISION PER M. 5=6 OSA4M INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. 13011E6I-S 01AM CONSTRICTION D00131ENT6 RE -ISSUED 08/20AD DOLLARD DETAIL REVISED CW6/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 6I2A -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 f S .FT. CALL. S 1D'S ADDED TO FRAMM SHEET PLAN MAINTENANCE ISTFLR LIVING W1 6O. FT. VO FLR LIVING 1,353 Ga FT. TOTAL LIvm 2,260 sty. FT. GOUGE 453 60. FT. ENTRY 64 SQ. FT. TOTAL 2,111 so. FT. PATIO w W. FT. rem/1%T� REVISED LINTEL SIZE • ENTRY UPDATED LEDGER BOLT SIZE 4 SPACING ADDED LED LIGHTS • KITCHEN i BATHROOMS PER MAW, BOREREXT. LEDGER BOLT SPACNG REVISED I0�p9 ADDED B®'D LAYOUT OVOM REPLACE USP CONNECTORS WIN OPIP80N COMECTORB 03/0940 REVISED DETAIL ON SHEET D2 OFr. V-0- CL.G. HOT. 05/01A0 REVISED STAIRCASE Ate STAIR SECTION DETAIL 06R1410 PANTRY DOOR REVISED TO 2-6 OPT. V-IV CL.& HOT. ,�,01,,1 xm2®P6CUPDATe STRUCTURAL SHEET DESCRIPTION PG S1—FOUNDATION PLAN PG S1.lA-DETAILS PG 91.113—DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.lA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAD.ING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.lA-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN M's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TADS NO PG S5.lA—SAFE LOAD TABLES RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG S6-ROOF FRAMING PLAN PG SNi-DETAILS PG SDI —SOFFIT DETAILS L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 w ym � a 4 S7unDIN. ae SAT ABBOTT PARK LOT ##36 BLK ##12 PMJECTp 04181.000-36121 MODEL.• n 3EEB ( 2260-ELSTON GARAGE 8W1NO: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 131557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13f8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMIIINNG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 16" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1 FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 a s�� 00 a c p t♦i b < W c 14 SLIBDIV. is LOT: ABBOTT PARK LOT #36 BLK #12 PItOJECT�L 04181.000-36121 MODEL 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 1•ils1 I I ' 1 o'!i!i!ii!la - - ali!ii!ii!ilo!i!i!ililo i• •i �• i•GUAT ROOM�i al!:�i!i!i!i!i!iL 'i i� o .• • • 4 o i• r—'i I _ i• \ �. ® C ' 0 1� 1� 0 10 • �� !i f ®� •r • '� �I p "i 'Ion o 0 o .� �. IfRISERS--- •• a _ Dr11111111 a oSTUDS is •GAMGE y a 0 C• C• o Illla aua' — I FIRST FLOOR PLAN SCALE: 1/4' . 1'-0' SQ.FT. CAM'S BT FLR LWNNG wl SCL FT. 2ND FLR WN53 L353 SQ FT. TOTAL LWIIG 2,260 SQ. FT. GARAGE 453 SQ.FT. ENTRY 64 SQ, FT. TOTAL 21111 SQ. FT. PATIO go 8Q. FT. CWOM AID CLADCIO ■D L0i1C8 SA9C MO BPOIIIE FOR 8 85001D OIATIB gem sum 101E III)MH OD" IBIIIIO MDTff POINNE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING is 5 36/-41 DR. MIN. CRITERIA 84.0. MIN. 41 5 34/-43 CRITERIA 16010 O14D. 112 5 31/-35 12'xl2' SOFFIT 1 5 313/49.9 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFECENT = t 0.18 BLDG. CAT.=II, EXP.=C. MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROLDATEwim NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE / ITS ATTIC AREA BY NOT LESS THAN V'e'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN SY'(I5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FSCR 2020 (1TH ED.) 302.1 S N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 G W i� O R 4 23tmDly. Se LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODEU 3EEB "2260-ELSTON" GARAGE OWWO: LEFT PAGE: FIRST FLOOR PLAN %180 MPH EXP. C 4 C DMIL. TOP PLATE 61 m BAR DETAIL A SCALE:1!!'.1.-0. 42' HIGM HALT WALL SV CAP (2) 2.12 HEADER SEE FRAMING PLAN (3) 2x4 BLOCKMG. WE FRAMING PLAN 3/4' TOG SUB FLOOR GLUED N 6CREM0 PER FASTENER SCHEDULE PRE-ENGD FLOORING SYSTEM-� (SEE FLOOR FRAMING SHEET) (2) 2x► HEADER SEE FRAMING PLAN STAIRS RISERS TO CONFORM TO FISCR TTH EDITION (MID) MIN. TREAII-O' MAX. RISER.1 3/4' 3/I6' MAX. VARIATION IN RISERS/READS ADJACENT TO EACH OTHER 3/S' MAX VARIATION IN ANY MSERRREAO HANDRAIL CIRWLAR CROSS SECTION DIA TO BE 1 1/4' . 1/4' OR PROVIDE EOLIVALENT GRASPADILITY YMCERS- MN V WIDE • NARROW END MN 11' WOTH • I2' FROM NARROW DO 34' MN HANDRAIL HST. 'ENCLOSED ACCESSIBLE SPACE DOER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY OCRM PROTECTED ON THE ENCLOSED SIDE WTN V2' GYPSIM BOARDS, FBCR 302.I. 0'-0' FIN. FLFP_ .- (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER WK318 3' SCRIS M • EA STRINGER UNTINREADED 6HANC TO EXTEND BEYOND THICK NESe OF SUB -FLOOR SHEATHING I — — \ _ FRS-2o SEE \ MX!— R.4 — PLAN — — — — Ir \ \ C \ \ I' MAX. I \ NOSING \ 10. \ 42' 14 V2 \ 9TARR DATA: \ WALL W/ PAN. ;4 TREADS • \ 10'• I' N06NG \ 3/4' KICK J 7 X 4 RE-RfORGSNCr \ PLATE • EA 2 X 12 STRMCaER Q m R' SECURE W/Rd S'-S' IL Q Or 3.2xG SYP STRINGER \ ~ I M REINFORCED W2X4 SPF WCONT. BEAD OF \ SAS -FLOOR ADHESIVE \ PL-400 OR SMILARE • EA HORIZONTAL " 2x4 ATTACHED W/ NSW MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF BACK END, 32' O.C. MAX STAIR SECTION B SCALE: V2'"1' HANDRAIL • 36' BV 2X4 RE-W-OF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1bl NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Il's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.0.1 / F.B.G. 2020 HANDRAIL SECTION C BCALE:3l4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7746078 FAX 407-774.4079 www.abdesigngroup.com AA #: 0003325 q g BUDDIV. k LOT'. ABBOTT PARK LOT #36 BLK #12 [pnoimcT# 04181.000-36121 MODZ U 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP. C AA NO DATE. 04/06/21 SCALE: 1/4"=1'-0" IN MET A1A 36,Xbol — EGRESS OHM ;AN\ 42. WALP "T WALL Uik/r.AP-- ....monsoon..! .0 w IIam r-2 A o d* CH 35-4*4 EGRESS EGRESS 51-10, �d ' 61-101 . 9I-01 " 5'.4- 101-S, I SECOND FLOOR PLAN SCALE: 1/4 - V-V 1441 N - RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA M 0003326 o it iI F'BUBDIV. & LOP, ABBOTT PARK LOT #36 BLK #12 P]FtOJZCT# 04181.000-36121 MOIDELA 3EEB "2260-ELSTON" GANAZZ 6MING: LEFT PACE: SECOND FLOOR PLAN 160 MPH EXP. mm'*' D rpmANT 04/06/21 M SCALE: 1/4"=1'-0" 8*M= A2 23'-II' BLD HOT _ _ _ _ _ _ _ _ _ _ _ _ SHINGLE ROOF I�S 6' RAISED BAND(TYR) B Il'-4' 2ND FLR Tom• I�'-4' 2ND FLI BFKa. HGT. _ BRG. HGT. 4' RAISED BAND 46 FTPON BKTIIXIl OR EQUIVALENT 8• RAISED v El BAND L-- SHINGLE 6' RAISED BAND —9'-4'2ND__ 12 ROOF �S �9'-4'2ND OPT. COACH 4' RAISED LIGHT I I BAND ITYP.) a� �p�� 0-0' FIN. FLR _ _ _ _ _ _ _ _ YIR .0'-0' FfN. FLR FRONT ELEVATION SCALE: 1/4 . P-O' TEXTURED FINISH 'TUSCAN' REAR ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH ,;i4 ZD FLR Bfas. HGT. AREA OF ATTIC = 14255Q. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA 1425/300 4.75 VENTILATION AREAX SO. INOIES PER FT. (144) = 69450, IN. MN. REQUIREDVENTILATION = .5X 684 IN UPPERPORTION OF ATTIC 342 SQ IN. OFF RIDGEVENTILATION AREA = 115 SO, IN. PERVENT 342 /11S TOTAL R OF VENTS REQUIRED = L97391 TOTAL OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1,12' T141M 2 COAT CO'®4T PLASTER APPLIED DIRECTLY TO MASONRT- 4'x4' GALV. 'L'-TYPE FLAS141145 SET N ROmm CEMENT FIOER33LA6S SHNGLES UVtNDERLAYMENT AS PER FEICR 2X6 GYP F'T LEDGER W IM.LL RDCP 6FEATMM THICIPEbe 1/!•ye• THREADED ROD x VVI ' THREWITMI AS PER SWEET SNI, SECURED PER 6• DF EACH FASTENER SC24EDULE END MAX SET N 601PW &IMP60N LSU-26 $404 STRENGTWI EXPDXY FN. MAIL (PEIR W MN EMEND. 2x6 Gyp RAFTERS OR r PRE-ENG'D TAM (PER ELEVJ ROOP SLOPE PER �— ELEVATION MIN TN' OSE SMATNNG 2XI SYP FT LEDGER W( V!'x6' TMIIEADED ROD GUSSET TO ME SECURED TO 32' O.C. 4 WITHIN 6' OF 2X6 MEMSERS W( &d NAILS EACH END MAX SET N D' O:C. • PERIMETER I'-4' SMF%CN NIGH &TRENGTH Srr%CH LUD-26 WV (- Wd'W 2 _0• EXPDXY 6' MN EMIDED. TO LEDGER MID (2) 10d'W C14AN4EL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 . P-0' MMEP= WOOD TRUS&E6 • 24' OL. 6UEMR SHOP DRAtNNG& SEALED EY ' u ,�9'-4' 2ND PROFESSIONAL ENGINEER FOR RENEW — - _ FI� AND COMMENTS ,16'-0' 16T FLR PLYWCCD SHEATHING SEE — BQ RG HGT STRUCTURAL A-MVA HST ELEVJ Y - — - - ROOFNG AND PLASI4NG WV DRIP 6TRAF6 AIOACHO MEDGE PER MNRt WARRANTEE RCTRALREGUIREI'RNTS ;TRM WRAP FASCIA WITH FREAK FTETAI Rr Spa 09 MRCTI2eAL b2, 2xb WOOD FASCIA 61M 61I1WICTURAL FOR FASTENERS YENTED SOFFIT PER ATTIC P.ALC'S V2' THICK 2 COAT CEMENT M-A6TER 0'-0FIN. FLR APPLIED DIRECTLY TO MASONRY — - MA16M TRIM PER ELEVATION& 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: IR . 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA #: 0003326 V � O C X LU 0 BVHDIV. Ae LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODEL• 3EEB "2260-ELSTON" GARAGE SWMG: LEFT PAGE: FRONT & REAR ELEVATION " H" 160 MPH EXP. C 4 IT-4' 2ND FLR BRG. HL . ----- 9'-4'2ND FIN. FLR¢ 8'-0' I5T FLR, .... TNG �--'-' I I I 0'-0' FIN. FLR oo LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 12 OFF RIDGE VENT ,�I'I'-4' 2ND FLR. B� iS THG 0' 9'-4' 2ND 15tGT FLR N T7P. IT-4' 2ND FLR ,SIT-4' 2ND FLR MRS. W.T. - - - - - BRG. HGT. FRAME DOJN FOR FYPON IBKTI1XII OR r EQUIVALENT El 12 9'-4' ZND I I 9'-4' ZND FIN. F-- -------- ----------------- ------------- -��----- FpLR. IST FLR, 8'-0' I5T FLR BR3. HCsT. BR.Cs. HG7. I a� II II 0'-0' FIN. FLR., 0'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdesigngroup.com AA B: 0003325 0 to W 0 BUHDIV. Al. LOT ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 Ii[ODEL: 3EEB "2260-ELSTON" GARAGE BRING: LEFT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C DA= 04/06/21 SCALE: 1/4"=1'-0" SHEET A4 H rrr� ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 126V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET H OF OUTLET AMD TO awrrcw --141�11 OW IIOV OUTLET � OLmmo p'� ►allOrrER (Tx"m RESISTANT T1TEI a@ 220V OUTLET (47 UFO CO MECTION I1� ifI mrl'P . WATgpvmgp CUniT OR#O OPAILT N}[IEErTER SWTC14 SWITCH 9-WAY OPER $4 SWITCH 4-WAY OPER .%1 0 RIALL MOUNTEDL ' LIGHT CEILING LIGHT © LED CLG LOW LED VAPOR ©vI- MlO P L04T OVP VMOR FRROCr LOW OMMSOED CAN eVER. PAN I OM PER GO, FT. VEIN. PAN "haw I arm PER IQ FT. V Ponut reFtx'S TIED er 2-019A RRAr ® L AIg011C ( ) PL SCENT DRM LL (SIE� MIT.) —J 2' MACPesCE4T 4' KAIOIIkRIf X ►4—s—a— II W TRACK LIGHT O PANEL METER O SD. etas I2eTtaaR esrL ,&Aac.ur W-WANDM IBMW&LL IBM r' omm p&Tr_ eerx.w 04" DETECTOR maja ILEL OAINIONMORMOMrNrne Brow O61�TO R ear#ae1ED ® S/CD Ca'EO SMALL er A DISTANCE OF NOT LEN TGEN 4- FIRM WALL PENDANT LIGHT NATURAL T GAS ► TE.EMNOE JACK 1W ZTER WAII TO RE ELEVATED 0111COMOOT AIR CONOM04M DECONECT TO me 2mPV UNA OW AMU ON THE SWEET ':.-: IELEVISIQI JACK CEILING EDX IM Q J-eox TO M suRDRTED IN ACCOMANCE IS am PAN= AS SUCH FOR CELM soX CKLINNS Pal#.IGNT B EM MAW= AS SUCH FOR Cana 24' W-AANDESCe/T LIGHT STRIP X' RICAI/DlK.e'7f LIOMT STRIP Dnn® 4N ►CANDINCEa LKINT eTTw ROOD LIGHT KP OPf. SECUIItt KEITAD PD. MISM-M ITTON FOR CMIES USE mm • LOCATION OF N JACKS 4 P110M OUTLETS 4 FANG TO DE VIRPED • HORO M PRE -CONSTRICTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUIT'S TO BR ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS OF Film 1TH eortlON r2Me) 4 Nee atOn 2a1 EDITIOK • 20 AMP DEDICATED LA04OW CIRCUIT. • 41R • ISLAND (NOT ON KITONEN CWGIiT) • DISN1146 ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO NAVE MIN CAPACITr OF 00 Cm NTER'uTTENT PER ELECTRICAL PROVISIONS OF SECTION M*0113 FSOR ITM EDITION (2M01 • LAUNDRY ROOM RECEFrACLE NULL ea GROUND PALT CIRal1T-NTERe)PI'ER FROTICTION FOR PERSONNEL ON PMDEIM • WIRING METHOD SMALL BE NON METALLIC CAMI PER ELECTRICAL PROVISIONS OpPISDe 1D ED r2M0A • ALL WOW TO COTLY WTH ELECTRUM. F'IgDVISION6 OF TIE PLCR 1TH ED r2M0x • ALL LANM FINALE !! AP1 ersan eY eWLOE! NJD 1Ef D! LNHTIIG MUST EE ENlAOT 9rICJBNT Type PER COAMCENTLAL- r---PATIO--� I I I um -A .. 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FMWs 193 E107°5 4235 a# -a ffi15 CM&It Tdal W!e Gad Us&RSP"A 10 602 1D15 I eu i L LED LIGHTING C&? PEDESTAL SINK F°UlDR 150 AMP ELECTRICAL RISER NOT TO SCALE. G@ffiRAL NOTES. A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PtSCR 1TH EDITION (2 nox LOCAL CODES. AND ALL LOCAL POMM COMI-ANY REOWI®'ENTS, EL ALL CONDUCTORS SMALL BE TYPE THFNrtFLLN UNLESS NOTED OTHERIAN. POIIER COMPA TRANSFORMER 120440 VOLT. I PROVIDE 99/0 CLL T" . I% CLL IN 2' CONDUIT OR ! % 0 AL, TMUN . PS OU IN 2' CONDUIT OR 2/0 AL. SEX. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) Como DNNECT SERVICE DISCONNECT WTCM AND cl, ELECTRIC METER IN NOMA !R ENCLOSURE TELL -HOPE SERVICE CABLE TEENSIO4 ENTRANCE SERVICE ENTRANCE EYAIUTER EOUIIY'!NT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PODIA610NO OF THE PECR 1TM EDITION r20201 &W' DIA X S FT LONG COPPER CLAD CIMOND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.eom L AA #: 0003326 .A. f ID tl 24 is O S sVT3aTV. a TAT ABBOTT PARK LOT ##36 BLK ##12 PROJECT* 04181.000-36121 HODZTA 3EEB "2260—ELSTON" GARAGE 811TATG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. IM�FA DATE•• 0ffi 21 ECAL.E: 1/4"=1•-0" 9IiEET E1 ELECTRICAL LEGEND STM®OL DEFINITION NOTES --e OSV OUTLCT M AMP SINGLE POLE 11®V CUTLET IIOV OUTLET � Q OI11L0T YID ro �allroN atl nmv OUTLET sawreo urnaR+D rAlq. NitRr/aR (TAMPER lawTart TTTE/ reav OUTLET ru wls cw.aertow faFl oulL! T!R'RC'°r PR16R011'DiMaY•R.Rt ewrcN BwTCN D•w4T OPCR �4 Bw1eN 4-uL47 O!•ER roa.L nowreo L16NT CEILPIG L16NT © LED G.G LIGNt LED VAM10R ©� PROOr LIMIT O � VAlDR P.Y70r L10Nf OIECEOalD Cm evb(r. BAN I om MR afA PT. vbrt. NN uw.laNr I w'I PIIR ea rr. VANITY !DPlGY 1'�D b7 T a-El�b w•sr ® rRE D1 AROUND AROIlO (bA�ACC MNTJ 7'r7-I1DnQlCINf 4' TRACK LIaFR 0 PANEL METCR OSD. r+ola oeieetae eeu 6D. roaL I'loromp ertOla omcmR eArT. •�• .— YIC.tl�IEEL ®C°�°' S/Cp erlola DE+ecra• CQ'b0 NMI-CRlCGfD NULL K • DrotANCE Q NOT Lp6 7141 Y rarDANr 116MR � NATURAL oAs TELEnaa JADC aAd "Milt Te ea RaveaD au Aw ON DI�OOONtCT�� I•� TELEVIOION JAtX ILNe sox JO J•OOx TO Of �m N ACCORDANCE YV OOpr lL1RrtD AS lUCN RM om eox leaula OCLL•K �ANILIWR TO M aIlPORIm N AO�ICIIYa YV oOX MAAQD Y MIDI MR �nn4 t4• NGNIDElCM LgNT snap ].' ncArnEacR+r ,onnnna LpNi eTIeP nnr,�nenn�n_ w, NCArroe�r tlaur snap ROW LIONf ,n• DPf. aaawlTr IarPAD � Pa nbN-EurroN RJR cl+�s uetb PaRr • LOCATION Q N JACKS • PNOI� OUTLCM 1 �ANB TO Be VEItlPIED . NOMEOWCR PRE•CONOTRJOTION • ALL b � t0 AMP CRANCN GICIIttB TO bE ARC RA1LT PRDICCiCD PER ELECTIOCAL PRONMOrIa OP 69Cd rn mttivl r evel • als_ aen EDI - • 70 /J'N• DEDICATED LAWDRY CIRGIIi. • MI . ISLAND (NOT ON gTCNEN GRGl1T) • DIMIIIWaHCR DISCONNECT r0 K LOCKOUT N PANEL • eArNRaon exiwbr rw To NAVE nRa CAPAOttT' OF M GM NIERMIT7ENT PER ELECTRICAL P110-.•Ia101! OF aeerwN rlbou Ileae rn eomaN rxTe2 • LAUNDRY IlOOr1 RECE1"IiGLE NW.L bC OIl01lrD I-4ULT CIICUIT•NTEMU'1'CR PROTEOTION FOR PERSONNEL ON SEW • wRMb METNOD MALL alC NON METALLIC- CABLE PER ELECTRICAL PIlOVIUOMa Q !&M TTN m tfinea • ALL ulowc TO corlPl.r wTN el.EctRICAL PRovlelwia OF THE 61a< TTN ED rlefel .ALL Lerse aNLLL eE ![LTlGTC� BY eulLecR AND 1M OF LI6YTNfi MOT RR QIEItlT lI�IDIaNi TTP! 1•!R �nL ENER6Y r•�:./R••eT1DIJ twralDoxuL TsAwar NXT L L rxl BDRM#4 PI¢E-WIRED L GLG FAN \ C BATH#1' /r C% � I I — — 11 I OPTa II QF%T, I • iL A_ >? 1 BDRM #1 LAUNDI BATH#2 BPI RXTURX c. IOULDROU L PIFE-WIRED CLG FAN mz C '`J L r /r IAFf eKo J _ LL Q WALL — MOUNTED LIGHT F---� W/SWITCH1----------- IN ATTIC — — — R A WIC. rl / o I I L oll I O O------- I i ' MINIM WALL I I I I I I-----------' CLG 7, LED LIGHTING CLG F TWO 04MI 1_W1REo @ DBL. LAV. CLG FAN BA H '1 BDRM #Z BDRM #3 ---- I 11 \I I — L• I I I I I I I I L I SECOND FLOOR ELECTRICAL PLAN I I SCALE: 1/4' . V-41' / ��----i LED LIGHTING riarTm @ DBL. LAV. BATH 41 1441 N. RONALD REAGAN BLVD; LONGWOOD,FL32760 PH: 407.7748078 FAX: 407.7744078 www.abdeslgngroup.com AA S: 0003326 RON Ll 2 0 0 k� o SLJHDIV. At I.OT'. ABBOTT PARK LOT #36 BLK #12 PROJECT► 04181.000-38121 MODEL.• 3EEB "2260—ELSTON" GARAGE eTlrixG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP.I. , i C D ATE•. 04/08/21 aftEET E2 1---------, OND I I 36'xb®' SHWRPAN ------- ® in — L LA � v I I D _ -- I OPT1 ii OPT. 1 BFW1R I �� ----------- ------ --- I \��\\ LAV. UU 3 LAV. i 2, I 2 I I• • I � � e I � I I — DUL SINK a I LAV . SHUR WASHER 11/2,2. 2,i W3C• 0 AV. N TUB g• go' RANGE 15-9. 13' II 3 O O 3' r KITCHEN SIK W/ AAV I -- III 23'-3' II I VrR II 3 2. Sg• M3, = H— — — _ — _ — — J --------� I we 3. co TO ? MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 . I'-0' SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA 0: 0003325 qW� d Will R 9VHDM de LAT'. ABBOTT PARK LOT #36 BLK #12 PROJECT* 04181.000-36121 MODEL. 3EEB "2260—ELSTON" GARAGE SWINO: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C D q�E: 04/08/21 aCAL E: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL 15E PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RECAAREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3, ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTmUcTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2041) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL 14' DIA &A FROM CHASE ABOVE 1 I 12X8� 12XB ■ NOTE: �\7 -------- I ALL HVAC TO HAVE PROPER g 1 e • I PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUMy AIR RETURN W/ (2)-3/16'X2' TAPGON$ T SIMM WB ROLL STRAP 41,11,111, 12X8 SUCTION AND LIQUID --AIR O SUPPLY y REFRIGERANT LINES HANDLER 4'CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)'8XI I/4' SHT. MTL. SCREWS VT�ENTAIR EXTERIOR WALL WAL WALL FOYER y CONDENSER UNIT l 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD " ? REFRIGERANT LINES TO NOTE: MAIN COND. DRAIN 3/4' DIA PLATFORM lF RETURN CONDENSING UNIT OVER HEAD li' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVEO DRAIN, AS PER --- FBCR 6TH EDITION (2011) --- MECHANICAL SLOG. CODE SECTION 301.2.4 HVAC DRAINS GARAGE --------J ENTRY SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK C.O. PLUG - - - - - - - BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING SEE SPEC. I'-$'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP. ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J Y R ABBOTT PARK LOT #36 BLK #12 P]ltOJMCT# 04181.000-36121 MODELS 3EEB "2260—ELSTON" CtARAGZ BVnNa: LEFT p'I'IRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DRINT -1 ATE: 04/06/21 SCALE: 1/4"=1'-0" SHEET M1 SECOND FLOOR MECHANICAL PLAN SCALES 114 . P-m• L441 N. RONALD REAGAN BLVD,. LONGWOOD, FL 32750 PH: 407-774-6076 FAX 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 a b >$VHDIV. At LflT: ABBOTT PARK LOT #36 BLK #12 PltOJECTy 04181.000-36121 MODEI1 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PCOND FLOOR MECHANICAL PLAN 160 MPH EXP. C i SCALE: 1/4"=f-0" 1 M2 2X4 TOP PLATE LAN PRE-FAB TRUSS IR' CI.G. BOARD 7 1/2' DRYWALL s • s SECURE MIT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' Or - MAX PIN. PLR 2X4 WOOD STUDS 024' OG. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOI THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.I.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I ELEVATIONS TYP. O.W. VENTED SOFFIT I f I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM BI OR 1/1' NIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES PENCE STRUCTURAL ELEVATION R-43 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING - STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0-0' FIN. FLR_ n n 4. n 1K/ WINDOW OPENING n S' DIA. "EYE, DO NOT CUT REBAR Fm BOND BEAM NOT OUT SOLID C%W= THE BOND uv (I). S BEAM (2)COUROE - REBARS 2A PIPE THROUGH BOND BEAM \.Qy SCALE, 3/4'-I'•O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY dk 0'-0' FIN. PLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S.5.I. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE r ail -STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 &GALE, 3/4*-1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. O LM PVC w-am PCA am LIID av mTt eo. wo sma 2 GAS LINE THRU BLACK D vr.r-r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 6' cm — 9' v2' THM 2 COAT - FORMAIC CIMIW PLASTER APRE!D 01prOm7 TO MA/GEW ATTACK TO PILL CELL AS PER PRODUCT APPROVK 11 5 0. WANT 4 DACKER ROD ryepp _ OALV. lTL j AD Eby TL�- APFlDVK RlO. my P". TRACx L DY MAtl. N DOOR OTN DY OTiDRe PA&TDNm TO 010cm TRAM DRACKM uv PRODUCT APPROVK RFA. s GARAGE DOOR JAMBS D1 SCALE: I1/2'.I'-O' i-2X4 OFF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARO OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS dx2 P.T. PURRING- STRIP'S • 24' O.G. 1/2, GYP. WL. BD. - WOOD BASE— P115EWsLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU j. ° _ 0'-O' FIN. FLR L ROOFSHEATHING THICKNESS IS ENGINEEREDPER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 41TH EDITION, SECTION R301.13 AND 160SIB.1. W/ WINDOW OPENING B TYP WALL SECTION NOONNCs --- NOTE: 5 1-STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,407S www.abdeslgngroup.com AA #: 0003325 o loll aUDDIV. Ac LOT ABBOTT PARK LOT #36 BLK #12 PROJECT* 04181.000-36121 MODEL: 3EEB "2260- ELSTON" GARAGE AWING: LEFT PAGE: DETAILS 160 MPH EXP. C srso FIBERGLASS SHINGLES WITH UNDERLAY TENT AS PER POOR 9®5.1.1. ROOF SHEATHING THICKNESS AS PER OWET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRU 4NR FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W 11.1. ROOF BFIEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRU ,,PER 24' O.C. MAX. L VATION 24OG. MAX. ----ILEV�Cr T METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION MATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.H. I S/8 ' GYPSUM BOARD ELEVATIONS O.N. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYp OR V2' HIGH STRENGTH C.Cs. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP. STRUCTURAL -4.1 MSUL. REFERENCE m STRUCTURAL -4.1 MSUL. 6 w ( I w WINDOW ATTACHMENT w m I AS PER E MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 3/4' T 4 G SUBPLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT E p GLUED AND NAILED 1/2' THICK, 2 COAT $ SCHEDULE PORTLAND CEMENT w A8 PER NAILING SCHEDULE PORTLAND D CEMENT O miz PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m IfELEVATION MASONRY -' w m IX2 FIRE -STOP DO FIRE -STOP IfELEVATION SEE STRUCTURAL SEE STRUCTURAL----- — R R EVATION EVAT ON 9/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD 'ER IfELIEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 MSUL. .. R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL In' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO STRIPS 24' O.G. MASONRY 8° CMpJ MASONRY 9' G1`A1 1/2, GYP. WL. BD. 1/2' GYP. WL. BD. IX2 FIRE -STOP —�. WOOD BASE IX2 FIRE -STOP WOOD BABE .irsApE �p a n n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 Q Q d a t aU13DIV. 8e LOOT: ABBOTT PARK LOT #36 BLK #12 PROJECT* 04181.000-36121 moDEIa 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C oe DA ': 04/06/21 DCAIX: 1/4"=1'-0" ET D2 TOP: 2X6 P.T. E CENTER OF DOOR HEADER SECURED YV (V Vi' X 8' J-DOLT W/ 4' MN EMBEDMENT W/ 2' X 2' X VW WASTER 4 NUT OR W/ (2) IFt' X 8' ANCHOR SOLT6 W/ 2• X 2' X Va' WASHER 4 NUT 7® o SECURE 2x4 TO MILK wt It 1/4'TAPCONS 10 1 IA' EMBED, 6. Or- 4' aso DIST. 1 in, EDGE DIST. N ffica& 2X6 GAR A' DOOR BUCK SECURED 18 WI/ (5) 1/7' X S' J-BOLi OR ANCHOR BOLT&, W 4' MIN. ESlEDI'ENT, UV 7- X 7' X N' IIlABHEIR 4 NUT. (1) WITHIN 6' OF TOP, (V WITHIN 8' OF THE OTM, © (3)EVENLY SPACED. © O m NOTES. ALL AN0I0I1116 SHALL Be IN AGOORDA4CE TO MANPAC URER'6 INSTALLATION INSTRUCTIONS W1ERE n11f-H1 M6TIRI)CTIGHI6 ARE MORE aTRIH1SENT GARAGE DOOR i1BUCK ATTACHMENT 4CALR. Ir.r-v 7X4, SECURE TO BLOCK W/ 3)I6' TAPCO G (MN SWANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN 6' Cl-EACH END 4 WY OC. MAX &PACING. 2X4, SS OECURE TO BLOCK W/3/16' TAPOONS (MN GWA K SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT i V4.) WITHIN V OF EACH END 4 18' O:C. MAX 6PACN& 7X4, US SECURE TO BLOCK WV 1/4' TAPCCNS (MN SHANK SIZE J45 MN HEAD SIZE 31M MN EMBEDMENT 1 1/49 WITWIN 6. OF EACH END 4 16' O.O. MAX SPACING 2)6, ® 2X6, ® 2X6, SECURE TO BLOCK SEOJRE TO BLOCK BECAME TO BLOCK WK2) 3/16' TAPCON6 WK2) 3M' TARO" WK2) V4' TAPCONS (MN (MN SWANK SIZE .145 (MN SHANK SIZE J45 SWANK SIZE J45 MN MN HEAD SIZE 3" MN HEAD 61ZE 300 HEAD 61ZE 3" MN 8' OML MN EMBEDMENT 1 VW) MN EMBEDMENT 1 1/49 EMBEDMENT I V4') WITHIN 6. OF EACH END a' Cm WITHIN 6' OF EACH END a' cm WITHIN 6' OF EACH END V7' DRYWALL 4 w O.C. MAX &PACING. 4 W = MAX SPACING. 4 W OG. MAX SPACING. a' cm Ix4 P.T. OR 5/4'X4' MN IR' DRYWALL In' DRYWALL 1/2' DRYWALL SECURE TH RU FRAME 4 1'X4' 2X&, �3 ❑ 2XE, ® 2X8, 1= a EMEND 1-I/4' INTO P.T. NAILER SECURE TO BLOCK PX4' SECURE TO ISL-OCC 1'X4' BECUE TO BLOCK I.". BLOCK WV 3116' WK2) 3/I6' TAPCON5 P.T. NAILER WK2) 3/16' TAPCONS P.T. HAILER WA(2) V4' TAPCONS P.T. NAILER TAPP" DOOR CASING (MN SHRANK SIZE J45 1/16' OBI. X 4' MN (MN SWANK SIZE 345 DOOR CASING (MN SHANK SIZE 345 (MIN SHANK SIZE .145 MR HEAD SIZE 3" MN HEAD SIZE 3" MN HEAD SIZE 300 1/I6' OAR. X 4' MN MN HEAD 51ZE 300 MN EMBEDMENT I V4') DOOR CA81NG MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 V4') MN EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN a' OF EACH ITID WITHIN a' OF EACH END DOOR CASING WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 WOG. MAX 4 b' O C. MAX 4 w O.C. MAX 4 ID'Or- MAX SPACING ATTACH TO 2X PER SPACING, DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING DOOR JAMB OR WINDOW MANIMACTUE6 DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, M/WFACTUREB DETAILS, ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A D M TO BLOCK,+3/4" OR +5/4" 2X4, 6ECURE TO BLOCK W/ 3/16' TAPCCNS (MN SHANK &I= J45 MN HEAD 612E 300 MN EMBEDMENT i V4') WITHIN 8' OF EACH BIND t WO.G. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 5A6' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 LW) 5, CM WITHIN 6' OP EACH END 4 IS' O.O. MAX SPACING. — DRYWALL 2X6, cm SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONG DOOR CASING (MN SHANK SIZE J45 ul MIN HEAD SIZE 340 MN EMBEDMENT I V4') WITHIN 6' OF EAC44 END 4 E' O.G. MAX SPACING' DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURE6 DETAILS, NOTE, 6MM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 1/2" kZ)0MQ01F TO BLOCS +1 1/2" NOTE. SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 16/18" n11 YW TO BLOCK +1 i6/18" 2X4: 1211 SECURE TO BLOCK W/ 3AW TAPCONS (MN SHANK SIZE J45 MIN. HEAD SIZE JIM MN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 18' O.C. MAX 8PACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROMM4 NON-STRUCTURAL W/(2) 3/16' TAPCON6 3A6' TAPCON MN 1-114' (MN SWANK SIZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 306 MN EMBEDMENT 1 V4') WITHN 6' OF EACH END 8' CML 4 W O.O. MAX OPAOING. In' DRYWALL 2XSI 1= SECURE TO BLOCK PX4' WK2) 3/16' TAPCONS P.T. NAILER (MN SHANK SIZE .145 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W OG. MAX SPACING. DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANUFACTURES, DETAILS. NOTE. 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" n1gND011 TO BLOCK +2 1/4" NOTE. 614IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') +3" / �DOOR �JAMB _TTO�BLOCK 7X4: 110 6601E TO BLOCK W/ 3/16' TAPCON6 (MIN 6WANK SIZE J45 MN HEAD SIZE 31M MN EMIDEDMENT 1 1/49 WITHIN a' OF EACH END 4 10' OL. MAX SPACING. NOTE, STRUCTURAL 2X I'LBT BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/I6' TAPCONS 3A6' TAPCON MN 1•1/4• (MN SHRANK SIZE 348 EMBEDMENT INTO BLOCK MN HEAD SIZE 30C MN EMBEDMENT 11149 WITHIN 8. OF EACH END 6, cm 4 W O,C. MAX SPACING. 1,17' DRYWALL 2Xa, SECURE TO BLOCK WK2) 3/16' TAPCONS (MN SHANK 612E J40 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 la' Oa MAX SPACING. 'i NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEM USER W K2)Gd WITHIN a' OF EACH END 4 W TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" rlmwp m Rinci( aa^ NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 7/16" @NNDw TO BLOCK +9 7/i6" 7X4, M SECURE TO BLOCK W/ 1/4' TAPCON6 (MN SHANK 61ZE J46 MN HEAD SIZE 300 MN EMBEDMENT I V41) WITHIN 8' OF EACH END 4 IS' O.O. MAX SPACM NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO 15LOCK TFRROUGN NON-STRUCTURAL WK2) V4' TAPCON6 (MN 3116E TAPGON MN 1.1/4' SHANK SIZE J45 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN a' OF EACH END S• cm 4 16' O.C. MAX SPACING. 14' DRYWALL 7X6, m I')44• SEGUE TO BLOCK P.T. NAILER WK2) VW TAPOONS P X 4' MR (MN SHANK SIZE J45 P.T. MIN MEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING. IUTMN 6' OF EACH END 4 b' O.C. MAX &PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM A6 NEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" �NDO� • TO BLOCK +3 3/4" 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003326 L4 a C ISUBDIV. Ac ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODELc 3EEB "2260—ELSTON" GARAGE SVWG: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION CODIE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2DZ3 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2071 104S8.10 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/Z023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WADS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 9/28/2022 35332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 22/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/Z024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2022 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/Z023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 23223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 258.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 03/11/2021 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA B: 0003325 ie J lml)lV. ae LOT ABBOTT PARK LOT #36 BLK #12 PROJECT/) 04181.000-36121 MODEL: 3EEB "2260-ELSTON" GARAGE 9111ING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH C PREFORMED JOINT FLANGE CF COMIIMOL JOINT& Td IN WRED TIED TO LATH • 6' O.C. MAX (vIl . Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXI6TS BEYOND EXCEPT STAPLC6 UN MA�lU USED TEMP. OURMG INSTALLATION —\ FASTENERS TO BE SPACED ��777 • 1' O.C. MAX VERTICALLY / THICK 3 COAT CEMENT URB LAYER -2, FOIITIFIGER / BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERV Or — AT SUPNOR16 UM LAYER -1, Ill WRAP WOOD SFEATHMG LATH 6HALL eE coNrlrLloue TFMMMa)GM JOINTS BUT 6Ma BE STOPPED A _ TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CM063 PLACED FLAT MAX, V TO V FROM CONTROL JOINT O EN \ CONTROL JOINT FALLS ON L A6p ERS FOR LATH TO BE NAILS OR- i / 6TIVCTURAL STUD STAPLES IN COMPLIANCE Ill? A6TM CWP63 r 2. WRe TES TO BE (NO.0) 0D416' WRE / 1 3, BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STI.D6 PEGIIPMD PER PLAN m 0 -L S - S , - OL SOLD dMAIO • Pf. A O L POLE 040M • Pr. ®roLD L MAN • PT.6 FOLD • OL•OLD N{ylp• O LMLD—•-A PT. A z COWAN • pr. e a. a�Aea • PL 6 A MAN • PT. O A MM! • R. O PLA TrgL PT. C n PR. a STILL ITOMOLI OlM ® OORQ'1 TLAaTaa Oil )I. X,' O ®FOLD 0 A Tp 6orrom R-"N01C —.i . T— NAL. POW. ma Imar. NOTS, APPROVED BUILDING WRAP SMALL BE LAPPED A MIN81P1 OF •' • VERTICAL LAPS (ROLL !RIDS) a r' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / 1. I4 LAP • M[TAL LAM \ hC X X X� ' LATH VERTICAL LAP TO BE 1' • �'� METAL LATH WRB LAYER 4- GT.ICCO WRAP U IIIS LATER 9, FORTIFIBER / BUILDING PAPER I 2-VAEM UP eca.Er 1 I!!'el'•O' r rw( LAM LAP. 4' OVAR ALL LAP SIDE LAPS CF METAL PLASTER MANS, SMALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH mD416-11N. (L21-MM) WR! AT INTERVALS NOT MORE THAN 6' (226-MMA AS PER ASTM CI083. ® KIC KO UT FOR REPAIR OF TEARS M LAYERS, R""'° DETAIL Y B MAY BE PATCHED WRAP TAPE P1HOLIGEMA ER MANTIC SPEC. OR PECL a SICK 3 COAT CEMENT (m"4 H'2COAT A&M (CP W ER 91 FORTPIBER PAPER (TRAPe GILT) ER 4, LRAP(FRNE OILY) 0.JAOL ROp OI� -R•AMa OR CM tw MALL TLA6IMa y aMTOON n GOAL fM*V OR emom m RDr ANT) 6¢>aL LVFTAu Klarcur TL.MIRIs AT pORCT'I OP IV' OF Y4aL1. NIBtl[CTIRN► J' THICK, 3 COAT CA'ENT PLASTER METAL LATH UR6 LAYER 4, FORTPIBER BUILDING PAPER MINE, LATER 9. 6TUCG0 URAP WOOD SHEATHING WOOD SWEATI BUILDM PAPER 671.100 P S S ■ .�_'�O - INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) A6 REG (RED TO SECURE PIPE/ WIRE TO FR4mm UM LATER -1. STUCCO ~ IM LAYER 7, FORTPIOER BUILOMG PAPER METAL LATH 6'.6' 6E0-ADHERING MEMBRANE FLASMINS; OVER 4'x4' SELF-ADHERMG MONOPLANE PLASMM6 OVER APPROVED WOWS WRAP. FLASMIN6 TO EXTEND ONTO PIPE 4it4' SELP-AD14ERMG MEMISMAE FLASHING OVER APPROVED MOUSE URA(°. FLA6F@K TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSLYAIM AIR INFILTRATION BARRIER OVER 6MEATMING ELAOTOMEpMC COATMG OVER STUCCO/ C.V. FINISH (SEE TYP WALL NOTION) SECTION .a Exterior uis0 ofthe d cemem deer shall comply with'h the applicmlon roquiremerxe of the C 926-18b. Irstatlation of exterior IWthir g end f. Mng WWII comply vnth ASTM C 1063-1%' or ASTM 1787. 4'x4' SELF -ADHERING MEMEIRA E PLASHING UU FIGURE LL WRAP MATERIAL) WRAP MATEIMMAU OVER APPROVED MOUSE WRAP. EXTEND ONTO PIPE r CR LESS PIPE PETETRATION� CUT WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) 'd' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR6 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.5. k\� 6'x6' SELF-AOMERMG MEMBRANE FLAOMMG (COMPATIOLE W/ HOUSE URIAP MATERIAL) OVER 41H' SELF -ADHERING MEMBRANE FLASHMG OVER APPROVED FIOU6EWRAP. PLA6HIN6 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE Ce SELF -ADHERING MIff"MANE PLARMING I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 71 WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA#:0003326 NINO I; 14 2 C y 9 r W 00 9LTHDIV. Ae L407il ABBOTT PARK LOT ##36 BLK ##12 PROJECT# 04181.000-36121 MODEL: 3EEB "2260-ELSTON" GARAGE 811MG: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH . C INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGIENCE OF FLASHING TO BE, �`,.X- L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND. SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT i WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y1 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Efderior Wdw and plasEaring BACKER ROD I Exterior use of portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. 1 k Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, a or ASTM 1787. WRB LAYER 9, STUCCO WRAP .- HOODED VENT �• THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LA' ER'1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDINCs PAPER wooD cowTucrloN METAL LATH A.:; VINYL CASING DEAD 6' RAISED BAND WEEPSCREEDWALL Ah '-- V,. WIDE STRIP KELP ADHESIVE FLASHING, CLEAN MA60NRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP ,SCREED W/STONE VENEER (FRAME TO BLOCK InsISM DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) LURE LAYER 62 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1&' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14s, MIN. 2B LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEG. METEF VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALES N.T.S. STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I _"�'—ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING: PAPER J' THICK 3 COAT CEMENT PLASTER 7e' TO Ye' MID -WALL WEEP SCREED WOOD CONSTRUCTION 11 6' SELF-ADHESIVE FLASHING a' CM WOOD FRAMED LWALL HORIZONTAL EP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM •" "� "• �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER " STUCCO WRAF WOOD SHEATH ,-WOOD SHEATHING ,WRB LAYER 9, STUCCO WRAP /—WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH .-1/V TEXTUPID FINISH • WOOD FASTEN TO WOOD BTRIICTURAL /—MEMOER ra T' O.C. MAX 7i' ro r �-6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a• WRB LAYER •I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING ji MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP 01 STEP #2 HOUSEWRAP WRB LAYER h, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 6C MIN SELF -ADHERING NO MEMBRANE CsRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED <` HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o (g) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 o b � p I G W Z 00 S avBDly ae I.oT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 HODEIA 3EEB "2260—ELSTON" GARAGE arIIDrO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C WOOD SHEATHING WRB LAYER 0, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER i.• HAT CHANNEL THICK, 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHING 15ENNO WEEP SCREED WOOD SHEATHING �`� 4' POSITIVE DRAIN I,` WEEP SCREED WRB LAYER -1 •_ `�`. STUCCO WRAP Y i' THICK, 3 COAT CEMENT PLASTER i � G. AMfr6_l1,FIIL-lSm CUSTOM i � FLASHING WRAPPED rL SHINd. WRAPPED i ` �� `. • TOP OF WEEP SCREED TO SHEATHING BELOW ' WRB LAYER -1, STUCCO WRAP vi � WRB LAYER 4, FORTIFIBER i I BUILDING PAPER ;* 6' SELF•ADHEREMG WR5 LAYER h, / PLASHING WRAPPED STUCCO WRAP / • CORNER OF CANTILEVER AMIGO AM66-UFi11G-T8® CUSTOM CASING DEAD '�/� n 4' POSITIVE DRAM 1 72 � n_aP arocFn - -- NO GAP IN FIELD -� 1SH10UN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE, 1 1/2'.P-0' EXT. WOOD FRAM WALL SUB -FLOOR DECKM PRE-NOWD Tft" WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 J'MTHICK 3 COAT CEMENI METAL LATH WOOD SHEATHING -- (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I Y' GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL PLASTERS COAT CEMENT VINYL CASING DEAD WATER PROOFING Ist- -vMYL caerr, BEAD LAYER (2 LAYER PEE 4 STICK) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL s STICK) META' DRIP EDGE �j/�\\� SET IN FULL BED OF i' PEEL ! \ SEALANT.IS' MN. STICK DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK X GAP MR BACKER NOTE: IJU'XI VV4 P.T. OR SIMULATED ROD s SEALANT WOOD (TREX) FILLER METAL LATH: LATH TO 5E PER SECTION VMYL G461AICa BE D R103.11 / ASTM C-841-14a, MIN. 2.5 L56. WATER�1� "` LAYER (2 LAYER PEEL s r WEATHER RESISTIVE BARRIER -1 PER SQ. YARD (UTILITY OR NOMINAL STICK) WRAPPED FROM BALCONY DECK TO WEATHER RESISTIVE BARRIER-2 CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) i' PEEL 4 BTICIC • DRIP now DECK MEMBRANE, SUB FLOOR EDOVER DRIP WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE - SET IN PULL BED OF WEATHER RESISTIVE I J'XI s P.T. OR SW1ULATE GEAL�T•" Mel BARRIER h WOOD ITREX) FILLER SPACE FROMM DRIP - 3/ I RESILIENT IJ�ATHER RESISTIVE CONTIHAlDUB Jee GAP FOR BACKE PACE TO TREX VINYL GASUIG BEAD HAT CHANNEL BARRIER -2 ROD s SEALANT WATER PROOPING Ist FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL ( VINYL CASING BEAD i' THICK, 3 GOAT CEMENT 3V4 R981LIONT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT O4ANrEL CANTILEVER ]' THICK 3 COAT CEMENT 5/6' TYPE 'X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH FINISH "'TYPE 'XD ' RYWALL WOOD SHEATHING i' THICK 3 COAT CEMENT (2) 2x12 HEADER WAXXTURED s PAINTED WEATHER RESISTIVE PLASTER FINISH BARRIER RESISTIVE i' THICK, 3 COAT CEMENT SAMMER -2 VINYL CORNER BEAD 4' POSITIVE DRAIN DEEP SCREED PLASTER VINYL CORNER DEAD DRAM rAftm wfigef_ VINYL CASING BEAD NO GAP IN FIELD VINYL CASH BEAD NO GAP IN FIELD (SWOON FOR CLARIFICATION OP j (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP Oi1D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 7 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/6' TYpE 'X' DRYWALL METAL LATH W/TEXTURED t PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER45EA1M PLASTER VMYL CORNER DEAD VINYL CORP. 4' POSITIVE DRAM VINYL CARING BEAD IUEEP SCREED NO GAP IN FIELD (SHOM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DR STALLATION PLUMN SHEATHING EATHER RESISTIVE AR\\RI�__ER EA7HER RESISTIVE ARTIER 4 6AF. \ -EEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, J' MIN. SPACE FROM DRIP FACE TO TREX /- \PEEL i STICK ® FLFLOOR 1 J6•XI K' P.T. OR 61M1A_, WOOD /TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED � 9/4 RESILIENT HAT CHANNEL VINYL CASING ISEAD—� 5/6' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M UJEATHER RESISTIVE BARRIER '2 EXTERIOR COLUMN COLUMN SHEATHING.THIN L E G E N D 6' SAF. 'I )(t'x3• 'L' FLASHING DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CZMENT LATER 1*1, STUCCO WRAP) 1)6' X 3' 26 GA. GALV. METAL DRIP EDGE WR5 LATER '"2 (FORTIFI5ER - - - - - - - - IN FULL SEALANT, MIK BUILDING PAPER) SPACE FROM DRIP FACE TO TREX 1NYL CASING DEAD METAL LATH X-X-X-X WATER PROOFING lot LAYER (2 LAYER PEEL 8 - -� STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVERWOOD OR �/16' ZIP WALL ill' THICK,HICK3 COAT CEMENT C PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL CORNER BEAD J / (SHOW FOR CLARIFICATION OF VMYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS F WOOD SHEATHING WR5 LAYER h, STUCCO WRAP 2x FRAMING. MEMBER i' THICK 3 COAT CEMENT PLASTER UJRB LAYER v2, FORTIF15ER 2 1/2, Q129MOB.J3EA2 BUILDING PAPER-------, FASTENED TO SHEATHING • T' O.G. MAX. � METAL LATH I WRD LAYER 1, i' THICK, 3 COAT CEMENT ,. STUCCO WRAP PLASTER �i WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASHING WRB LAYER •2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP GAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 R�CORNER BEAD (E) BLOCK WOOD SHEATHING WR5 LAYER 01, ! STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED iI' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'LAYER N, STUCGQ, WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER (P'SELF-ADHERING FLASHING Z DRIP CAP LI WINDOW FLANGE 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA N: 0003325 �s 9 b is 0 Ls Li I E Q x L J SITTSDIV. de LOT ABBOTT PARK LOT #36 BLK #12 PItOJECT* 04181.000-36121 MODELS 3EEB "2260-ELSTON" GARAGE SVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C sCAL.E: 1/4"=1'-0" W.A3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH X ` J' THICK, 3 COAT CEMENT\ PLASTER —\ 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER fI, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH \ THICK 3 COAT CEMENT PLASTER 7 ---. 6'SELF-AI FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15C CFRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER WRB LAYER 01, THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER ' WRB LAYER 02, FORTIF15ER VINYL ANGLED i 5UILDING PAPER CASIWG BEAD VINYL CASING BEAD " i METAL LATH THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (9 RAISED 17 A BAND (FRAME) Yi GAP TYP CA81NG BEAD 1X TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING STUCCO i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP CASING BEAD fo' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) undo 6MEArHING UEATMER RE616TNE BARRIER M D"EER RESISTIVEARR i 12 RASMINSFIERAJG \ ; 0 WEAR �616TIVE 6TAWMR STRIP / \\ \\ U AI TMIR IRAE616TIVE I \ \ y 66' ADHERING \ — ' GALVV METAL GALYD METALED Z' FLASHING MOODTRIMMEMBER gqTTggpp / 'wow TTRA1�I•EMCER 1 \ \ / OR APPROVED r SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'031.1 / ASTM C-84-1-14e, MIN. 2B LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIMBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINL THICK, 3 COAT CEMENT PLASTER METAL LATH �.__...�__._. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-ZE BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT j WINDOW FRAME I UJOOD CON6TRICTI4N t _ i BEYOND 6* 6"I�' -ADHER HOOD 6MEATM6I0, I^l616TIYE 8 i MATMER W616TIVE RB�ER \\ `•IER-1 TO LAP JE TFIERR RESISTIVE ABOVE TOP 'T i / OF ILA6MNG \ "i(.' X i Y.• LAP 61DING UV6 REVEAL / i L / I �6TIVE 61 SELF.ADHERING \\ ER FLASHING Y / WEAT IHE1ER q 61STIVE BARSTARTER I I \ / 'ZZ°LPLASWNSS \ /MAL OF494 WINDOW FLANGE IY' X 6' TED—� OF * FLA94M TOP YIaOD TRM MEi'70ER E-2 BE VNri n. ` \ X 6' 6p ,p7Qp (Wt%l FLEXIBLE PVC / t TRM MEMBER BACKER ROD) \ / •SELF-ADMEPNG 66' MERNG \ I i I FLASMMG yy,,� \, I CEMENTA6TERT \ 1 O l APPROVED6EA ttEAT14SAPMER ME616TIVE "'1 WWEEATHEIER PR61STIVE WEATHER RESI6TIVt E-Z BEm vNYL CA BARKER 9 ( ape F'VC BACKERSIDING TO STUCCO eNAAaM�6TIVE ® FRAME TO FRAME TRANSITION 2X FRAMING MEMBER BUILDING WRAP )4 GAP TYP J' THICK, 3 COAT CEMENT ;ASNG BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 62, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING U441 N. RbNALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA N: 0003326 R fplt VBBOTT PARK LOT #36 BLK #12 OJECT* 04181.000-36121 MODEIa 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CAT! M�LD SE TAKEN IN KEEPING THE VENTPROPERLY 0", 8'AND IC ALIGNED. VENT PIPE IS SEALED IF UTLIZED. NAIL IN PLACE SNONN IN N' GALVANv[n USING f-f/P HYVLB AT EACH CORNER. ROOFlNO CEMENT SHOIAD kE APPLIED TOALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERNIEIER AS Ol)T GOOSENECK VENT OPENING IN THE ROOF RECOMNIENDED IN SEVERE V THER COASTAL SIEATHINO. SITE THE OPENING IN ACCORDANCE KITHTHE CONSIRUCTON ZONES. CHWNT SHOVM. IN THE EVENT A MECNP,NMX VENTFM IS LIE E0, SIZE THE VENTOPENING INACCOFDANCE KITH VENT FAN MANUFACNRES RWNG CONNECTION INSTRUCTIONS. OD NOTCUT INTO TRUSSES OR PAFlERS NNIEN CUTTING TIE OKNINO IN THE ROOF. NTERFERINGSHINGLE THAT THE MIND PERNETEROF TIE FLAT TO 80 XIF THE THING. FLANGE OF THE VENT LAYS FLAT TOTE ROOF SHEATi1N0. SLIM 1 111E TOP AND SIDE FIANCES OF THE VENTLP PN UNDER SHNl N.LOWTHEBOTTOM VENTFLANGES TOIAYON T TE TOP OF TE SHINGLE8. ROOF HOOD VENT DETAIL EI terNPCRARNLY — FOLD -UP N 61CUP E NOUSEIEMAP NOR ASPHALT PLASTIC CEMENT MMDED AROUND SASE CF PIPE AND OVER RANGE PLUMBING VENT DETAILS smarpq— AT N' ANGLE CUT NOIXELLRA ,qlPil UOK FLAP L14PM HEAD MODIFIED •I• CUTNdISC1ERAP ALiM FLASNMtlWF NT. EOGE OF MILL MO. LONNQ WINDOWFOLD HIOUBlYNMPN AT JAMBS NSILLrlQwucALLY 'E GES, (CAPC°NAILS, STAFLEUAPPROVED HOUOVER SHEATHINGIND STUD WALLSLOB SILL RO. TO EXIEIEOR ETA L F.Xv)oM WASFLASHRN6 ATT4A STEP 2 INSTALL S•- SELF-APM004 FLAAHSNG OVER NAILNS FLANGE JAMBS 11 males FLASNMIG MINI P SILL \J/\ FDcIftLnxE R.AM+MIG DO NOT SEAL BOTTOM -� PIN STEP 6 *S' INSTALL S• W.LP-ADiEIOO N.ASING OVER VINYL HEAD FLAMIM (WITH END 0") NALMIS FLANw I ULP-A SELF-ADHERN6 G i• MI N N JAMB FLAM PLASHING INSTALL VINYL OW CAP STEP 7 INSTALL V WDE AD4ENVE - SAOIRD FLDIE" FLASWM MATEWAL OVER DRT CAT JOINT /PRDTECro•WRM ST-760CL a EONIV) DIAOIOIIAL CUT 4 ACF OSS HEAD OF WSDoy `LlkQo STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 FLAMING OVER JOINT VALLEY CENTERLINE 38'4NDEVALLEYFIA8HIN0 iO FASTNEMWTNN 650OR HEAVIER FELL B`OF CENTERLINE %TRA FABTNERS IN UNDERLAVMEM END OF 8NWNGLE I� END SEYMI ASPHALT AT LEAST /2' BEYOND VALLEY CENTERLINE ROOFING CEMENT /� • MIFFED IW _ CORNERAT45MOREES FROM VALLEY CEN1ERUtE L IT IS THE CONTACTORS IIESPONSISILTY TO VERFY ROOF VALLEY DETAIL T`E`°"'°TSNALI°"`'"�DD"D11154M °"� TM co1dP, SEALANTS N L PRODUCT&IN ILAS NO MATEWALS USED DURMI6 CONBTFUCTWK 7. MNTALL ALL MATEWALS PER MAN FACT/mMIS UMTTEN SPECIFICATIONS UTARI24- SEALANTS MAY REACT ADviRSELY IF NOT COMPATISLE, CLEAN AND REAL JAMB TO SILL JOINTS WTH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME 8WOUIN SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NT"ION BELOW THE WN04OW OPENING REAL INTERIOR PERIMETER OF WW WI INOOTH SEALANT 11 APPLY OSI Im (0 EQUAL) SEALANT f UINDOWOMN JOINT FLUD APPLIED FLASHNS ILA CO WHITE-eaA. RC-N OR MQUALJ. SLOPE "L TO " bmm L IT IS THE CONTACTORS REePONSISILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDNS SEALANTS / SELF-AD44okm FLAGWM MATEWALS USED DURNNNG QONIBTN`ICTION. ]. FLASHING AT EXTEWOR WINDOWS AND DOOR OPCNNGO SHALL BE NSTALLED N ACCORDANCE WITM MANIACTU S" INSTALLATION NSTRUCTIOW AND APPROVED METHOD U OF PSC R101A U N ACCOgANCE WITH FENESTRATION MAN FAC1UlRY INSTALLATION AND R.AMING INSTRUCTIONS, gggft "GRALANT6 MAY REACT ADVERMLY I NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) OCALE. NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.eId"lgmgroup.com AA A: 000.26 aUMM & LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT* 04181.000-36121 UODEZA 3EEB "2260-ELSTON" GARAGE SUITING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C T/a' TEXTURED FINISH o uIOOD, / --- -- Voo _i \ 1/1' TEXTURED FINISH .CMu x - - -+ 2x6 SUB-BANb x x x 117777 i W/I'x4' NOTCH ® METAL LATH x x x x x r - _ --__. __-___ END, WRAPPED IN PEEL 4 STICK t METAL FASCIA WRAP WOOD SHEATHING OR cm x x x x x x I I I' ! DRIP EDGE 1� WRB LAYER 01, STU=0 WRAP(FRAME ONLY/ x x x x x x I x x x x x x x x x x x x F-------- -------- -- - WRB LAYER 02, FORTIP15ER DUILDMG PAPER x x x x x x x x x x x x x FRAME CMU a l/8' TEXTURED I FINISH 1/2' TEXTURED 2xe sue BAND (FRAME ONLY/ ROOFING �� CEMENTx x x x x x x x x x x x x x ; , J x x x x x x x x x x OR FELT PAPER x x x x x x x x x FINISH A CMU DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x \ \\ ii METAL FASCIA WRAP Ya' FROM (�t' ' �� METAL KICK OUT x x x x x (REFERENCE POINT ONLY • FOR WALL OFF \ f STUCCO, I' FROM WOOD WALL �� " SET OF COMPONENTS) -------- - - ----1; EXTERIOR WALL (FRAME OR CMU) �� ' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE \� NOT : NOTCH FOR 2X(o \\\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND \\ �` FOR CLARITY W/I4'x4' NOTCH \ END, WRAPPED IN ROOF DECK (BEYOND) PEEL < STICK \\\DRIP 'ROOF CEMENT EDGE, i' OFF WALL EDGE \ NF OT INTO STUCCO) ``il/8' OMITTED OR \\ \ I TEXTURED FINISH 0 CLARITY \\\�\ ,wooD,1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP IOFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/J4'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x/ x x x x x x x x K x x x x x �G7��tc x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY OR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 � b b evaaiV. as LOT: ABBOTT PARK LOT ##36 BLK ##12 PROJECT* 04181.000-36121 MOaEIA 3EEB "2260-ELSTON" GARAGE 81fMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FOUNDATION NOTES 29'-8" 2'-1" 10'-0" 17'.7" TEA 28'-2" 3'-8" 4" CONC. 0'-0" 4 SLAB TOP OF do w� IW SLAB f I p ¢ I� J N r,9— i4 M EXTEND — FM-18X18 4•-0" SLAB 1 1/2' 13'-0" 12'.8" J n `4" PVC CHASE v ad o X N TO I P OFF SLAB LL 21'.6" 8'4" SIM. ct 1 to ;%� H 4 rn i O ? o 1.1 1.1 II N oil 11 N 2 60 UP TO 2ND FLOOR n U tD 6'-5" (FIELD VERIFY w ii Y 4 I R 6o EXACT LOCATION) ' 9 au q b 1.1 Li N $ L — — — — — — CW-16X12 _u Fv c-16xI �— — — — — — — — ZWxJ24 log 7'4. io — — — —23'4" N 8 CWC-1BX12 EXTEND I" f4 4 1 SLAB 1 112" 51/2 FM--1 X1-8j EXTEND — SLAB 1 1/2" 6'1" 14'4" I 3'-7" _Q 3'-5" 1 1'-8' r I 4" CONIC. SLAB N � ILL I way �I W a 4 SIM. iq p I w a I ur FM-i8X18_ vOJi � LLI 4 4 Y 1.1 FM-16X1a Im 21'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-9'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, OINDICATES 06 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 - 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 64 W14xW1.4 OVER 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1608 16, CONTINUOUS 19, - (2)#5's (+)O'-0" FMC-16x18 16' CONTINUOUS 16' - (2)#5's VARIES TE-1 8" SEE PLAN 8" TE-2 17, SEE PLAN la, - () 's (+)0••-0•• F-2424 24'• 24' 12, O 's ( ) 's F2-24x24 24•' 24" 16, () S ( 1#5% _ (_)1"-d' CW116X12 16, CONTINUOUS 12" - (2)#5's - (+)p•-0" CWC-16X12 16, CONTINUOUS 12' - (2)#5'8 #5 IN CURB VARIES F1-30X30 3d' 3d' 12' (3jit5's (3)#5's F1-24X24 24" 24" 1 12' (2)#5's (2)#5'S 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 S ti rr A atrHaiv ae LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 HODEIe 3EEB "2260-ELSTON" GARAGE 8117INO: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING + I b P i STEEL REINFORCING IN GROUTED !I STEEL REINFORCING IN GROUTED. - CELL SEE PLAN FOR SIZE AND 5 a CELL SEE PLAN FOR SIZE AND v v s v° a SPACING REQUIREMENTS Q W SPACING REQUIREMENTS - °�r . •: _ •ems '.. L. GARAGE DOOR W a0 O W I' ° I RECESS lt d Q v FM • °, g� a 8' CMU WALL O 8"CMU WALL I • I CORNER BARS, SAME SIZE AS LARGER BAR I W Lu 8' O i +- d-0' ° FOUNDATION WITH 30" LEG EACH � •9� = W � W � +- 0-0' TOP OF SLAB• � -+! WAY AT ALL CHANGES IN DIRECTIONS W SO THAT THE STEEL REINF. IS CONTINUOUS 'I•I.° TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR e EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR DIA. 4" CHAMFER (1-STORY) 18^ � Lf EXT. PORCH SLAB •VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (I -STORY) � v LL CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp, AT ELEV W/ 1/T ISOLATION JOINT (WHERE ♦ • 6' CHAMFER (2-STORY) ( ) 24' W/ 1/2" IS.I, a 6" CHAMFER (2-STORY) .• d-0" APPLICABLE) i SEE SCHEDULE 30" U#7 JOINT(WHERE j APPLICABLE) i 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 To 3, PROVIDE 2 BARS), uNo 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE CORNER BARS DETAIL DOOR OPENING Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL Q -1 8" CMU LAP TOP PLATE A MIN. OF 46' AND NAIL WI 16d COMMON QN CL REBAR 024" O.C. 01 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Wm SLAB LAP TO OCCUR OVER STUD OF WALL PLAN O� i� g WW WA w 5 FOOD BEARING PROVIDE BLOCKING O ?� 5' I Q a I NEW REINF. BAR L No 2 STUDS SEE PLANS FOR 4// O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ T CAPPED K ( a 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 11Zk9" WEDGE ANCHOR WIZ` WASHER SET IN HIGH STRENGTH GALVANIZED PIPE < UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC W/FLANGE 0 BASE a FOLLOW ALL MANF, _ X SPEC CATIONS FOR SIMPSON SPH4 OR SPH6 MAX 4"CONC., REINF. W/ 09 ( BTM AND TOP PLATE - 8 6"x6" #10 W WM ON { ° b H m PREPARATION OF w ANCHORS W/ 10d x O W 6-MIL POLY ETHYLENE VAPOR BARRIER ON HOLE. Z L ALL COMMON NAILS FILL ALL tt3� SECURE FLANGE TO � 0_ HOLES, DO NOT USE 100 W WELL -COMPACTED x 3" w SEE SLAB SCHEDULE X CLEAN FILL TERMITE SLAB W/(a) 1/4" X 21/4" i, p OJP 73 cc 4 111 TREATMENT SHALL BE TAPCONS Q� + d , BORA-CARE ,QQ TOP OF SLAB7=AND (2) CONT. #4 REBAR 4: CHAMFER 6" CHAMFER (I-S ORY)(2)#5 REBAR ON CHAIRSZ a' 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%ULE VIRGIN OR ENGINEERED SOIL OU COMPACTED SOIL SIZE � SLAB HEIGHT LESS THAN 3'-6" M PER PLAN ADDING BAR TO NTITY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL `� 6 T BQALE:34'=,-0" (W/UPLIFT) FOOTING W/ BLOCK WALL SCALE:34'=r-d' SCALE:3/4"=,'-0 1 A SCALE: 34'=P-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 49' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, WALL W/ SYP No 2 TUDS SEE 2 PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACINSG. SINGLE SECURE BT. PLATE TO Q ^ 0- SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL "!O/C STAGGERED. ADDITIONAL METAL 16' _STAGGERED. ¢ W CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT a5 U REQUIRED WHEN NO REQUIRED WHEN NO O: W UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL IS "; POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE ? +- 0'-0" 8" CMU FILLED CELL (TYP.) TOP OF SLAB'•': -~��~-��2X Q SEE SLAB SCHEDULE +- d-0" WALL FRAMING 70POF SLAB. +- -0 SEE SLAB SCHEDULE tYZ' DIA. SIMPSON STB2 BOLTS 5" °SLAB a' i =+MINIMUM EMBEDMENT INTO d.: n aPOURED "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4. CENTERED UNDER WALL AND FFOR 16" O.C. VERTICALLY MAX MONOLITHICALLY WITH ---FOUNDATION AND SLAB SEE SCHEDULE EDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE -BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY %INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (D_jNj�ERIOR scALE:FOOTING (NO UPLIFT) AND COL. PAD 10 BLOCK WALL CONNECTION (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3W'=T-0" Il N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdealgngroup.com AA #: 0003326 0. b O a O aU$DIV. a• LOT: ABBOTT PARK LOT #36 BLK #12EC PROJT* 04181.000-36121 UODELA 3EEB "2260—ELSTON" GARAGE SVnNG: LEFT PAGE: DETAILS %160 W E)X. C STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1" NOSE d ^ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o >ar dd Er'CMU WALL PAVERS #9 REBAR (TYP.) w 0 8"CMU WALL TOP OF SLAB o —.— • TOP OF SLAB � p. w < SEE SLAB SCHEDULE w a g. 12"RADIUS OR m O SEE SLAB SCHEDULE N co Q•.NSEE CHAMFER QFOR SCHEDULE WxD, BAR SIZE BAR QUANTITY LA—°•Lu � w i $ wAND ZANDBARQUANTITY EE SCHEDULE a SEE SCHEDULE WxD, BAR SIZE kR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL FOUNDATION CMU WALL 1 ,INTERIOR AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE: 12 =1'-0" SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. 1! VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN ' 2x4 OR D16 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12"x9" WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 642" EMBED. MIN. 0 1S' SIMPSON SPH4 OR SPHS OC MAX, BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" rSEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 SCALE: 3/4"=1'-0' (W� UPLIFT) EXT. PORCH SLAB W/ 12ISOLATION JOINT(WERE APPLICABLE) 6" PVC CHASE THRU FOOTING Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ` SPACING REQUIREMENTS W U 00U) .� Z 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER I' TORY) 6" CHAMFER (2-STORY) • Z MATCH STEEL E REINFORCEMENT iv PER SCHEDULE 0'�SEESCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY zW BAR SIZE1 48 BAR DIA. PVC CHASE THRU FOOTING 6 NG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-174-6078 FAX: 407-774-4078 www.aWeelgngroup.com AA #: 0003326 b a H W O L J SUBDIV. eg L.071 ABBOTT PARK LOT #36 BLK #12 P3tojmcT# 04181.000- 36121 MODZIs 3EEB "2260-ELSTON" OAItAGZ OWING: LEFT PAGE: DETAILS 160 MPH E)R C 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.ebdesigngroup.com L AA 8: 0003326 a St7HDIV. Z LM ABBOTT PARK LOT ##36 BLK ##12 PROJECT# 04161.000-36121 MODELi 3EEB "2260—ELSTON" GARAGE 8VaNG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ lW HOOK - GROUTED BOND BEAM i a (V 0 CLEAN OUT REQUIRED Q FOR INSPECTION m a r�. 0'-o FIN. FLR. • TIE ERTICAL. REBAR _. �.-• a TO HORIZONTAL REBAR W/ 10" HCOK BAR SIZEI 48 BAR DIA. Z� #3 16' U #4 24" #5 30' #6 36" #7 47 HORIZONTAL/VERTICAL (D- L DW Zi NEW REINF. BAR O a co SECURED W/ 2- PART a I EPDXY. MIN. EMBED g LIND 5 FOLLOW ALL MANF. co SPECIFICATIONS FOR _ K USE AND QQ PREPARATION OF Z m HOLE. Lq A a a b va STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=l'A" A Z C OFFSET METHOD CONTINUOUS BAR#3S2E 48 8A8 DIA. METHOD #4 24" HORIZONTAL/VERTICAL #5 30" REINFORCING #6 w; SCALE: 3/4"=1'-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 9� om aE� mm ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181,000-36121 MODEU 3EEB "2260—ELSTON" GARAGE sWsxG: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ i0d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DE RIPTION REMARK tO (2)2x6 (2) 2x12 BEAM SCHEDULE RZdRM INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (w) 'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#S (1)#5 N/A GROUTED SOLID BB2 MASONRY 3WO 8x8 (1 #5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-O" SF16-1T/OM/OB BTM. 0 6'-8" i- 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 y C aA om HVHDIV. & LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT* 04181.000-36121 MODEIu 3EEB "2260—ELSTON" GARAGE SV►ING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 05 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 18' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-(7' NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'x6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 105 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. Q\, PLACE STEEL 3. HE LACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 \,\•Q' TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. S-06' j0 ELP\' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1>� REINFORCING FOR THE BOTTOM BOND BEAM 15 TO BE CONTINUOUS THROUGH THE / / TOP OF THE LINTEL. e„ / 116. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P,Oy' F�G� 8x16 DEL BOND TOP O / ,\Y\ •�' 0 QE2 BEAM W/ #5 BAR BOND BEAM ' �\O EACH COUU RSE G 8x8 BOND BEAM TOP OF • QOQE�\a W/(1)#6 BAR —� .y; BON BEAM F =FILLED W/ GROUT •(\AO U =UNFILLED GROUT SOLID FROM TOP .j•1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/1 Sx8 PRE -CAST CONCRETE EF NOMINAL—� LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT #OF#5'S,TOP LENGTH OF BAR =WIDTH OF MASONRY a OPENING -Z BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1T11 MDB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX-1T/OMIDS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TOP AND XUXX-1T/1M/W INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX-1TNMiDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 13/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8•' FROM EACH END AND AT LOWER ELEVATION 18, O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT ASSHOWN 2x6(MIN 2X 3)2-3/16 TAPCON .e31m„ PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1111V 8' SLOPE FROM EACH END AND 18' 10s m O.C. MAX. MIN 1-1/4' 2� EMBEDMENT 4 2X8 (MIN 2 X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8' FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWER MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END V,MUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SQALE:-D" 5 3 SCALE:3/a"=r-a' scALE:3/4"=r-a' v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I I SINGLE #5 CORNER I BAR, 30x30 TURNED UP 9 O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM �J 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N, RONALD REAGAN 81, LONGWOOD,FL327150 PH: 407-774-6078 FAK 407-1744078 www.abdeslgngroup.com AA #: 0003325 0 s w is O H aC d R "3 !;w BXMDIV. ee LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 041131. 000-36121 MODEL• 3EEB "2260—ELSTON" GARAGE 8V'RIJG: LEFT PAGE: DETAILS %160 MPH EXP. C 04 1 SCALE: 1/4-=1'-0" 1 S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 Mr W 16-IT 1r ITMB IT/08 -IT/M TYPE LENGTH 8/8 PLAIN 8!8 SOLID TYPE LENGTH 8/8.1T 8/19.1T aF20-IT er24-IT a=-1T B/92-Ir arale 1e1rn ttn tt/1 1T/1B 1T/1 8r8-2T silo 8202i a@42T 6rmT 9t32-2T 3' 6' PRECAST 1438 952 3114 4217 5321 6426 7531 3' 6' PRECAST 889 1024 3' 6" PRECAST 1569 3624 4394 5283 6132 7001 2485 e113 8385 7708 9031 10000 1569 3524 4394 5289 6192 7001 4'-0" PRECAST 1065 23M 3125 3945 4765 5587 4'-W PRECAST 514 763 4'-0" PRECAST 1363 3080 3615 4570 5325 6079 1961 6113 7192 8524 7627 8751 1363 3060 3815 4570 5325 8079 4'-6" PRECAST 819 533 1770 2400 3M 3606 4300 4'-8" PRECAST 398 591 4'4r PRECAST 1207 2582 3376 4043 4711 5379 le25 5743 7547 8752 8541 7565 1207 2707 3375 4043 4711 5379 5�' PRECAST 931 1247 1998 25W 3123 3686 4249 PRECAST 411 411 5 4" PRECAST 1010 low 2374 2944 3513 4054 1319 4480 7196 7342 5780 am5'�' 1016 2270 28M 3399 3961 4084 5'-10' PRECAST 817 1024 1831 2000 2549 3000 3470646 5'-10" PRECAST 340 339 5'-10' PRECAST ON 1499 1971 2443 2915 3387 1161 am 5877 6030 e 577g 929 2080 2593 3107 3620 4133 6-0 PRECAST 692 1139 3227 3031 3707 4383 W81 B 6' PRECAST 410 721 8 6" PRECAST 835 1201 15M 1955 2332 2700 1139 3227 4596 7064 10000 8825 835 toss 2320 2790 3251 3712 T-0" PRECAST 570 936 2498 2205 2W8 3191 9885 T-0" PRECAST 303 534 T 6" PRECAST 716 900 list 1462 1743 2D25 938 2498 3408 4854 me7 6472 727 1624 2=5 2420 2827 3228 9'-4" PRECAST 428 633 1503 2204 2461 2818 2821 9-4" PRECAST 192 384 9' 4" PRECAST 464 586 m948 1129 1310 e39 1074 2M =I 4099 egg 572 1318 1643 IM 2164 2519 10' 6" PRECAST 388 487 1247 1787 19D4 2183 2=8 10' 6' PRECAST 151 301 10' 6' PRECAST 358 468 612 755 899 1042 ISM 1407 I897 2781 3222 3784 5D4 1180 1472 Iles 1710 1980 1114" PRECAST 330 644 1312 1742 2252 2888 3890 11'-4" PRECAST 132 417 1114" PRECAST 430 406 530 on m an 544 1312 1742 2252 2868 3552 468 1 1042 1372 1843 1470 1710 12 -0' PRECAST 308 507 1210 1596 2048 2586 3191 1T-0" PRECAST 111 370 12'-0" PRECAST 383 300 476 587 m 783 607 1210 1696 2048 25e8 9171 440 940 1300 1680 1314 1476 IY-4" PRECAST 270 433 1046 1366 1732 2157 2635 13W PRECAST 82 298 1T-4" PRECAST 308 303 393 454 575 us 414 1 1046 1365 1732 2316 2W5 396 ?0 1057 1312 1071 1203 14' 0" PRECAST 254 388 978 1272 1808 loss 2279 14'-0" PRECAST 71 293 14' 0" PRECAST 279 276 300 443 528 608 390 078 1272 loos 1950 2389 378 717 961 1192 975 1133 PRESTRESSED N.R, NR NR NR NR NR NR PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 422 we on 746 m14'-0' ,� 1079 1420 1624 2277 27I2 246 on m 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2110 2519 230 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 320 365 451 587 880 300 8% 1121 1413 1739 2047 192 500 720 501 1136 1312 PRESTRESSED N.R. NR NR NR NR NR NR 1914" PRESTRESSED N.R. 148 17-4' PRESTRESSED 162 2" 348 430 513 595 235 736p 1200 1407 1716 186 420 623 803 950 1008 21'-4' PRESTRESSED N.R. NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 300 361 454 527 180 598 1038 lies 1488 142 373 537 MO 816 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR 27-V PRESTRESSED N.R. 116 22-0" PRESTRESSED 137 228 290 369 428 497 165 550 992 12D3 1381 137 358 513 No 779 900 24'-T PRESTRESSED N.R. NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 20 302 980 418 Ile 460824 1014 tu7 l24 ale 455 581 1 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 1 9%? 8 ro N o 0 � 9VHDm ac XIOT11 ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODELa 3EEB "2260—ELSTON" GARAGE SKIING: LEFT PAGE: SAFE LOAD TABLES 160 JRH EXR. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 12" HOG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 WI 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'j. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 44 (312'S(312") HTT4 W/ 5/8" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT r-------- FIRE ====S T I— — — — — — — — J 3M" SUB FLOOR _ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW N PRE-ENG. FLR. JOISTS 3/4" PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS 1-fl-,,,41 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PIAN VIEW DRAFT STOP DETAILS 1\ 11 II II 11 II 11 II II II II II II 11 11 11 11 II it �11� II ��II II II II it II II II II II II II II II II II II II II II II II II II II IIFJ111 II II II II II II II II II II II II II it II II II II II_ II II II II II II II IIFJJI III) -II II II 1 II 118 1 I� II II II II II to 1111 it o Ul"if-Al, II II II }I�If� II Ir� - II II II II II 11 fl�-�I II II II II I11 It 11 It II II II 11 II II II II II II�IIIIIIIIIIIIIIIIII��)IIIIIINII II II II II II 11 II II (I II 11 11 11 11'' 11 11 11 II II 2X4 WOOD BEARING II WALL Wl SYP NO. 2 II II II 11 ECURE 2X12 HDR STO II ST II 2X8 48"M2 S0 II I� IIS/!. TOPF WOOD BL ,I�nI+'/j�'I(I'I��'''uII' W/( 4) OH NAILS II WALL EL. B'-8". u u .STUD I u u .. STUDS =-R�= PROVIDE DRAFTSTOPPING, `- SEC 12 H ALONG THIS TRUSS AS TO = _ = TO L 2 LIMIT AREA TO 1000 S.F. W/(1 �J PER FBCR 502.12 NAILS STUDS SIMPSON HU26 W/ (4) 114" X s 2 3/4" TITEN 2 ANCHORS TO CMU & (2) 10d X 1 1/2" GALV. NAILS TO TRUSS EJ4 SIMPSON LGUM26-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SOS SCREWS TO BEAM - PRE FABRICATED 1JOIST @ 24" O.C. MAX 1 1 1 SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS °==_= FJ4 FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngrou p.com L AA #: 0003325 0 r� 4 mm sysnsv. as LOT ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODEia 3EEB "2260—ELSTON" GARAGE $WING: LEFT PAGE: FLOOR FRAMING PLAN 160 MPH EXP. C A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d. 1 ?'NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEOOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH ('12) 16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 17. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 6' x 4'-0" MAY BE ADDED Wl 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2355 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ A �B 1C GIRDER CONNECTOR(S) SCALE:3 "=1'-0" >;$ BAC10t8LOCJC TMCIDESS 45DO 314" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2) 1/7' WOOD PANELS 90 2x LUMBER 4 s 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. -* SCALE:3/4"=l'-O" (NO UPLIFT) DEPTH 1/4•0 —MOLE EDGE >5/8" —HOLE DIAMETER < 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE �1 AND BORING LIMITS 0 SCALE: 1 12"=1'-(Y' EDGE >5/6' HOLE DIAMETER < 3/5•D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6', B" x 4'4)" MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \.—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS J' x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2)}" x 5" TITEN HD TO CMU AND (18) SIDS }" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) � x 5'TITEN HD TO CMU AND (18) SOS }'x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, B" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:34"=1'-0' $Btu swallL01YL MINT 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE Wl 10cD(12 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH LAIJ MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4. �LVLM/OOD POST CONNECTIONS SCALE: 3/4"=T-D A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2,37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 29W LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U c 1610 LBS W/ IS) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1.12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER n ATTACHMENT DETAIL 9 SCALE: 314"=l'-IY' 6'-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND 14)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-(Y' lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM, CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —/—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d 01 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'A" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" SRACE (1) "X" BRACE G CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W112d's B" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 10'-O" D.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS SCALE:34"=1'.a' 24 24°MAX. w/IJOIST 8" END 8" MAX. SPACING END wR-JOIST., SPACIN SEE FRAMING PLAN P. END OF MAX MAX MAX E LEDGER BD. THE USE OF ALTERNATE MATERIALS MAY BE w/T LEDGER W EDOE 12 SYP P (L20ERB BOLT/,k LTW/T USED SO LONG AS THEY CONFORM TO THE BOLT/J-BOLT BOARD WASHER 851/2' TO BE USED 1. ENSURE THAT EXP. BOARD TO BE USED WITH IJOIST WAS HER&51/7' MIN. EMBED. (il'P) WITH WOIST BOLTSIJdOLTS ARE PLACED MIN. EMBED. OYP) FOLLOWING INTO GROUTED CELLS, B' ALL AROUND BOLT 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF Z a'+P. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-SOLTS SHOULD NOT BE ANY CLOSER THAN 6' to Z O/C. S. ONLY LEDGER IN DIRECT (2)ZXB 00 TACT (REAR LEDGER)NTH SYP PT CMU REQUIRED TO BE P.T. FRONT LEDGER (2)2X12 SYP PT REAR EDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END BPA01N8 CENrPAL BPAcm A DOUBLE SYP 2(8 12" 6' MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" W MAX. 24" O/C MAX. s I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=l'-O" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ��ALTERNATE MATERIALS SCALE: 3l4"=l'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-174-6078 FAX 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 C W 3 � s, p8L5 OLTODIV. & 1.02% ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181,000-36121 MODEIA 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH ER. C SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING I -JOIST LVL SIMPSON H6 W/ (8)8d COMM—" .. o EACH END PLATE STRAPS W/ 10d z 1 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS I 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2z6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1Dd's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG i GABLE TRUSS @ CMU WALL SCALE: 3/4"=T D' 8' CMU WALL— REINF PER PLAN (2)2x4 P.T. W/ — MASONRY NAILS 0 12" O.C. 1X2 FIRE-STOP- STRAP TRUSS TO PL. SEE SCHEID. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U < 990 LBS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MTS12 U 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS IJOIST (SEE FRAMING PU DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10183.1A. 24' SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0" SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" Zip PRE-ENG ROOF TRUSS 618" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING lrZ' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1/2'k8' WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/7' EMBED. MIN, C 18' OC MAX. TRUSS CONNECTION L.B.W. S9a� SCALE: 3/4"=1'-0 REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUSFLOOR ATTACHMENT TO LEDGER BOARDS DBL 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8' CMU WALL— REINF PER PLAN T 1' �IJOIST (SEE 2x4 P.T. CEILING 24" M FRAMING PLAN) NAILER Wl MASONRY NAILS ® 17. O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: ffi4"=1'-lY' ROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 •O• :0: TRUSS/WOOD POST CONNECTIONS S(0b 10C SCALE: a4"=,'-a' TRU88 TU Posr CDNIA:CTION A - SIMPSON MTS-12 U <990 LBS WI (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3''SDS, 1115/8"° A.T.R. TO HDU4 AND (10) 114" X 2 1/2" BOB TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 8' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ S/8" A.S. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d z 2-1/7 NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J to W 2 C x aysDIV. Z LOT ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 1LODEL: 3EEB "2260—ELSTON" GARAGE BVFMG: LEFT PAGE: DETAILS (I —JOIST) %J60 MPH EXP. C 29'-S" 8'_0" 21'_8" 4 4 52.1 0 ro N v O 20 a o` TOPQ OF DECK ? Y $ i �'��, OPEN_--- i L--- '-------``` —=J '4 ro 14 N `v 914" 2'-S" 5'4" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32780 PH:407-774.6078 FAX: 407.7744078 www.abdosigngroup.com L AA #: 0003326 q 9� A v T: IA BBOTT PARK LOT #36 BLK #12 DJMCT# 04181.000-36121 MODEL 3EEB "2260-ELSTON" GARAGE BVIMG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EX. C DATE 04/06/21 9CALM 1/4"=1'-0" SHEET S4 0 DBL. TOP PLATE CONT. (3) 202 HEADER PROVIDE m 1!7' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN. OF 49' ALL TOGETHER W/ 16d CONT. S' — — AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, ` NAILS, 2-ROWS, 4" O.C. BTM. ❑m AND QUANTITY PROVIDE 1x 2d6 BLOCKI Y' PLYWOOD g INSTALLATION. PROVIDE 1/2' NG FOR SHUTTER O.0 LAP TO OCCUR OVER STUD WOOD OR 1!o FILLER(S). NAIL ALL TOGETHER 0- PLYWOOD FILLER(S). NAIL (;1 W/ 18d COMMON NAILS, W ALL TOGETHER W/ 16d X 2-ROWS, 6" O.C. w COMMON NAILS, 2-ROWS, 6- — — — — — — — — — — m <� O.0 202's IZa 10L bft SHORT 2z STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2.6 FLAT TOE NAILED TO BOLT DIA, x 8" MIN. EXPANSION ® WINDOW BOLT W/ S P OVERSIZED JACK STUD O NAILED INTO WASHERS PLACED 16" O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A -A FILLER BELOW W/ 16d ❑® 81SI COMMON NAILS, 6' O.C. RWO ® SHORT 2x STUDS ----\ BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER. NAIL 2 MID -HEIGHT BLOCKING m ALL TOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" TOGETHER W/ 16d NAILS, 3" WI (2) 16d TOE -NAILS, EACH SIZE HEADER SEE PLAN FOR O.C. O.C. END a >a SIZE AND OUANITY Lv F- PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ 10d x 1 12" O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALL HOLES OR SPHB TOP 8 BOTTOM 2x STUDS 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 TYPICAL SPACING SPECIFIED _\ AND NAIL W/ 16d COMMON 12" GALV. COMMON NAILS ® ON PLANS l4) 2x STUDS IN CORNER. NAIL NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL THE (3) CORNER STUDS EVERY HOLE. DO NOT USE T TOGETHER W/ 16d NAILS, 3" 3" LONG NAILS / \ O.C. 0 MEMBER OF TOP JIli LABTM. PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2,(MID-HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS TYP. ONLY FL#17244 EE SCHED OR # STUDS JACK STUDS W/ (2) 16d NAILS EACH END NDER EADER 0 SEE SCHED FOR # FULL HEIGHT 2x STUDSTEHI .. : L 4" 4" 3X3 OVERSIZED WASHERS PLACED 4" 37' MAX. TYP. TYP. 37, O/C 6' MIN CONC.EMBED. TYP. r r coenr.ir_ NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2z8 (2)2x8 (3)2x8 (2)2z10 2x12 (3)2x12 &TIA)BPAgtq@1C0.0. STIR BP(�NOoE/'O.G 0-2ft a= ¢ U, F x ' 2 2x4 2 2x4 2 2x4 (3)2(4 (3)2x4SPAN KINGS SPAN KINGS 216 (2)— (2)2x6 (2)2< (2) 2X6 )2X6 (3) 3 - 4ft 0 - 2 ft 3.4 ft 1 2 0.2 ft 3 - 4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2z4 ) 2x4 2x6 2x6 O 6 (2) ) 2x6 n24(2) (2) 2x6 5-6ft 214 2x4 2X4 2 2x4 (2)2(4 2x4 2 2x4 5-6ft 3 5- 6 ft 2 )26 (2) 7-8ft 3 7-8ft 3 2x4 2(4 24 2x4 2 2x4 2x4 2 2x4 7-Bk y -10 ft 5 9-loft 3 (2) 8 9-loft 2x4 2X4 2x4 2x4 2 2(4 2 2X4 2 2x4 2 2x4 10 -12 It 5 10 - 12 ft 4 2x6 6 2x6 2x6 10 -12 ft 2X4 2(4 2(4 2x4 2X4 2 2x4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'-0" 16' MAX. I # 16' MAX. 16' MAX. PROVIDE (3) STUDS 0 NAIL STUDS —NAIL STUDS — —PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d 0 17 O.C. 12d a 1Z' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @CORNERS LAPTOP PLYWOOD SHEATHING, "ROOFIWAL FASTENER SHEATHING PLATE MEMBERS SHE THING FASTENER 16" MAX. FASTENER SCHEDULE" SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D VIDE (3) STUDS@ C1 EXTERIOR MASONRY / WOOD PR CORNERS LAP TOP TIONS PLATE MEMBERS 2 CONNEC PLACE 30# ROOF FELT BEHIND SCALE: 1 117'=1'-fY' VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d (9 12'O.C. 1/2' DIA. SIMPSON TITEN 12" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, 6' FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16, O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ I I 12d 0 12" O.C. / SHEATHING ON I X' ' A INTERIOR OR V V B EXTERIOR OF WOOD WALL (1) 2X TO BLOCK ON 2x4 WALL PLACE 300 ROOF FELT 71) 2x TO BBLOCK ON 2K4 WALL (2) 2x TO BLOCK ON 2X6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2X6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP,) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdeslgngrouD.00m AA #: 0003326 o g INS s 9 Nk a ul W 1 O Z aUBD:v ae LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 UODEIa 3EEB "2260-ELSTON" GARAGE SVnNG: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAOAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 m 14 stmDLv aLo ABBOTT PARK LOT #36 BLK #12 PROJECT# 04161.000-36121 MODELe 3EEB "2260-ELSTON" C;AP—%GE S IMM LEFT PAGE SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = l'-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1 /2" HOD NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS --- ... 1-C HEADER SCHEDULE MARK SIZE d DESCfU TION REMARK 0 (2)2x6 (2) 2X12 BEAM SCHEDULE RZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W7(H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)MS WA GROUTED SOLID B82 MASONRY 3000 8x8 (1). N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES LINO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 17'4" UNO ♦♦ 1 1 ♦♦ 1 1 ♦♦ { ♦♦ 1 J* ♦Y i { 1 { 1 1 { 1 { I I 1 I 1 { { 1 { 1 { 1 { ♦♦♦ 00 {� 1 ♦♦ �W ♦♦. r I ♦♦♦ ♦ ,♦ I I { ♦♦ ♦♦ ♦♦ ; ♦♦♦ { ♦♦ BF8-1T/OM/08 I 1 A I ♦ t-r---- r-- I ♦♦ { I I ♦_ 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 1 1 1 1 F, 1 1 1 t 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 V —J In W 0 av»DIv. ae :.oT: ABBOTT PARK LOT ##36 BLK ##12 PROJECT* 04181.000-36121 MODELa 3EEB "2260—ELSTON" GARAGE a111RNG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP, C DATE: 04/06/21 aCAIX: 1/4"=V-0" 831EET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB BreoB t6.1T tt 1r twos -tyros TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/84T 8118-IT Snatr 8n4-IT 8n8-IT 8024T W18 e-rn1 tTn tTn 1T11e -rn+ eiazr efts-Zr 8620.2r &24.2r 61284r 8/32-U 3'-' PRECAST 1438 952 3114 4217 5321 6428 7531 T-W PRECAST 689 1024 T-r PRECAST 1569 3524 4394 5263 6132 7001 2486 8113 83e5 7708 9031 10000 1559 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 0079 1961 6113 7192 6524 7627 8751 1363 3060 3615 4570 5325 0079 4'-6" PRECAST 819 533 t770 2400 3033 3666 4300 4'8' PRECAST 398 591 4'$' PRECAST 1207 2582 3376 4043 4711 5379 1625 5743 7547 6752 6541 7566 1207 2707 3376 4043 4711 5379 5' 4" PRECAST 931 1247 1990 2580 3123 36M 4249 5'-4" PRECAST 411 411 5'4" PRECAST 1016 1e08 2374 29" 3513 4064 1319 "OD 7196 7342 6780 g25g 1016 2276 2538 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3036 009 3470 5'-10" PRECAST 340 339 5' -10" PRECAST 909 1499 1971 2443 2015 3387 1161 3093 5877 6 6648 We Sze 2080 2593 3107 3620 4133 8'-0" PRECAST 892 1139 3227 3031 3707 4383 5081 8'-0• PRECAST 410 721 8'-0" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 1000D 8826 on 18ee 2329 2790 3251 3712 7'-0" PRECAST 570 938 2498 22D5 2696 3191 3885 T$' PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1743 2025 ON 2498 3408 4804 7067 6472 727 1624 2D25 2425 2827 3226 9'-4" PRECAST 428 633 1593 2204 2481 2818 2521 9' 4" PRECAST 192 384 9'-4" PRECAST 464 586 707 948 1129 1310 839 1674 2296 3081 4099 4699 572 1318 1643 Im 2164 2519 10' 6' PRECAST 388 487 1247 1767 19D4 2183 2028 10' 6" PRECAST 151 301 10' 8" PRECAST 356 466 512 755 we 1042 550 1407 1807 2781 3222 3784 5D4 1180 1472 1763 1710 1980 11'4" PRECAST 330 544 1312 1742 2252 2868 3830 1V4" PRECAST 132 417 1114" PRECAST 430 400 530 am 777 872 844 1312 1742 2252 2889 3562 488 1042 1372 1843 1470 1710 12'-0' PRECAST 308 5o7 1210 ts9e 204e 26M 3191 12-0" PRECAST 111 370 12-0• PRECAST a76 587 896 783 607 1270 1898 2048 2586 9171 440 940 1300 1560 1914 1478 13'4" PRECAST 270 433 1046 1355 1732 2157 2535 13'4" PRECAST 82 298 13'-4" PRECAST 308 333 393 484 575 645 4ta 1045 13es 1732 2318 26p5 1067 1312 1071 1203 14'-0" PRECAST 254 3 1272 1608 1988 �� 14'-0" PRECAST 71 293 14'-0" PRECAST 0 � � � � ON 90 978 t272 1806 1950 2389 378 717 901 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 ON 626 746 am 458 1079 1429 1824 2277 2712 246 663 800 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 $74 584 793 412 1014 1340 1703 2118 2513 230 878 908 1134 1353 1572 7T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'4• PRESTRESSED N.R. 183 1T4" PRESTRESSED 187 326 365 451 587 660 300 85e 1121 1413 1739 2D47 192 500 720 501 1125 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19',4" PRESTRESSED N.R. 148 4 19'" PRESTRESSED 162 200 348 430 513 595 235 736 950 1200 1467 1716 186 428 023 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR 21'4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 484 527 18 180 59 896 893 1038 03 1188 1488 142 373 373 537 537 891 890 818 943 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 27-0 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 200 350 ate 497 165 660 764 992 12D3 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 58t 1 887 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6018 FAX: 407-7744078 www,abdesigngroup.com L AA N: 0003325 8 o > unDiv. a LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT1p 04181.000-36121 MODEL.• 3EEB "2260—ELSTON" GARAGE 91TAjNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST &' FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 b I 14 SUBDIV. at I.OT ABBOTT PARK LOT #36 BLK #12 PItoJECT# 04181.000-36121 HCDElu 3EEB "2260—ELSTON" GARAGE 9lVMgG: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C DAB 04/06/21 SCALE: 1/4"=1'-0" SHEET S6 • I✓ ROOF WND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80,70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.80) "A'= 4' -0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40Y20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1Gd RING SHANK GUN NAILS G 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RINGSHANK, 212" 0131 F166 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/S' 0.113 F1667 SCREW.AILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16!' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 5" O.C. IN FIELD ZONE 2e, 2n, 21 1 Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r'. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES G rn a z z� zo � W ZYZ QU NO z IZ RAFTER OR TRUSS ROOF SHEATHING ■mm��►tI 11 mm I 11 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NN _' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER WI BLOCKING 0 16"0 C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` �#B 2' DECK SCREWS @ 6%9' O.C. MAX EDGES & 12O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C330311 MAXIMA AGGREGATE SIZE SHALL BE&4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGESOFCONCRETE ARETOSECHAMFERED3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-IML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROINM WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021802-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESNE TAPE. ELASTICITY = IAD0000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN X' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2°CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SlAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED DV A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR T FABRICATION, O O BR CAT ON, HORIZONTAL TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" STANDARDS FOR METAL-PLATE-CONNECTED-WOODMMENTIONSFOR ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATE-CONNECTED 20 TOP CHORD -none mrit PM REVIEW, TVP. MIN LAPS SHALL BE AS FOLLOWS #4 BAR - 25' #8 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #$ BAR - 30" #7 BAR - 42' T F PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 86: 1990. 15 pof TOP CHORD 20 p9f TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY UVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST (ASCE 746 (FBC R2020) EXPOSURE C, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE OBE USED AS A GUIDE OR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS' 30psf, STAIRS' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 316" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sl FOOTING p TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB R SHALL BE COMPACTED OF THE A DRY DENSITY OF AT LEAST 95%7, SHALL BE REMOVE M THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM Y A T BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REI REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M FY = 36 ksi FOR ANGLES PLATES AND WSL HAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASO GRADE B F = 48 Ni. STRUCTURAL PIPE SHALL 0E ASTM A53/A53M GRADE B TYPE E OR S F = Y � Y 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLABAN-GRADE B 35 bi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAO. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T4- PRMRTO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 99 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 14W FOR 03 AND SMALLER Y FORAB AIM LARGER C, FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 141T FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE TYPE ePggNO REMARKS APPLICATION SISf TYPE 6PAGNG REMARKS 1xl PT FURRINp TO CASE HAROENEO WIL GPRIOE ODOR Bl1CK ilx•MA TAPCON MASONRY rz' EMSEO., 4'ENO q6T., MASJNPY/CCNC. NAIL 11Y!'LONG. S•0� TO M480NRYAXwC NO WASHER A6TENER E OF 111Y-E... 9GO AL EXT.-I . SEE NDTES CASE HARCENEOWIL Nglttt?LONG. B"QC TAGGERED WW/DOOR/FPSTENED MP901UtY,CONC. OARAOE ODOR Bl1CK OtMYAXXVC.iWR Ge•DN'OR EXPANSION BOLT 1S'Q'C (3I&"gA) N•OIC (1?M) x"EMSEO., "ENDg6T., SEWEOl6i. wWDoweLac CASEHAROENFDCOIL wNWwmDwFASTENEo METALeTRMro CONTACT THIS ENGINEER FOR SPACING . Pr, sEE NUTEe NaL 11rz'LONc. sTrsa=. INTo MA6oNRYlWND. MASONRYI WIx. REQUIREMENTS NOOWR (2)RAPC0IY 11?EMBED, S'EIA. NIXJ9EARIN0 WV00 1IT E%PgN90N x'EMSEO. TEND SICK?x PT, SEE NOTE a WASHER FPSTrER 1S 0� NST., 11/Y EDGE OFT. WALL TO WNC. 6lPB WI WASHER BOLT �� Ox: q6T., 9" EpOE GIST. WINOOW &1G( 0.198° PAF x ] 11S' S" OIC d' ElA. CIST..1 1R' PIT-- 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWANG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE. 3A41 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 TL pJ � iD Ll iLL 9 Sc7Hasv ae LOT: ABBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODEL" 3EEB "2260-ELSTON" GARAGE SVr MG: LEFT PAGE: DETAILS 160 MPH EXP. C IW, I. © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS o-e" MAX. 11 f T A 11 A Q7 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO 07 WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 ,STAPLES INSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. i" MAX-oI lo— DETAIL D (D STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT-`1 3U J-CHANNEL-/ �' I 11 rTA 11 r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'—� SPAN 'L!---w0. SEE DETAIL'A'_,,- SOFFIT— SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT� SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD 7�CHANNEL® v DETAIL B �m:� J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7(DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O IS 1X2 WOOD BATTEN-- �2X2 WOOD BATTEN 10 O SOFFIT - INSTALLATION SCREW, 3O EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMENT 8 �„ MAX- of FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA#:0003326 b Bit oil- IA tmnmBBOTT PARK LOT #36 BLK #12 PROJECT# 04181.000-36121 MODEL: 3EEB "2260-ELSTON" CA %ACE 11WINC: LEFT PACE: SOFFIT DETAILS 160 MPH EYP. C 5 �3o P rv�' P�r�;�-�