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HomeMy WebLinkAbout5026 11th St48' 0" 241,911 -------------------------------------------------------------------- ------------------------ - --------------- ---------------------- ----- I I TRIPLE 2XIO "2 PINE WITH 1/2" PLYWOOD FILLERS AND ; ; 6X6 PT POST WRAP ' WRAP WITH HARDI TRIM 1 WITH HARDI TRIM III I � _ III I I PORCH ; I O 1 PORCH SLAB 4" BELOW Q HOUSE FINISH FLOOR I I I 1 SIMPSON M15HA5.5/S.25" HANGER SECURED TO I ; NEW BLOCK WALL USING 5/8"X6" EXPANSION i I I BOLT AT THE TWO LOCATIONS AND FILL NAIL I 4' Sn HOLES WITH IODXI 1/2" NAILS III I I I I III III I � 6'O"X6'8° SCsD Q 15' IO V2" 4 8 3 4!/2 cyyp IU (;t Q 41/211 lq J m O SEE NEW TO EXISTING BLOCK WALL DETAIL -^ U 2' O" B 31 OII VI �O .d. � �m 231 411 PLACE 05 VERTICAL RODS IN NEW WALLS FROM FOOTINGS BELOW TO TOP OF WALL, PLACE AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 6' O" CC, CUT OPENING IN EXISTING WALL TO ADD NEW DOOR. SEE DETAIL S-3 5' 2" 1 . _ 12' 0" 4' 611 EXISTING BLOCK 0 MASTER " — — — — —WALL REMOVED BATH TE>�P `�' 38" TALL -- -------ALL ------------------------ ■ ■ 2'8"X6'5" ■ 4' 011 10,1011 I I I MASTER BED < 4'/211 I � I �0� BATH 1 II 42 I II 4 I I 111 O — v (3 1 0 < STUDY 11� 3 5 3 19 1 _ I WASHER DRYER WATERI 'A6) ° I HEATER L 21 611 115 /f' O11 °-�--, l - = 2' g" 2'i8" REMOVE AND REPLACE — — — — — — — — ALL FIXTURES IN THIS BATH q O N Nq\9 q a F 0x N N - - - - - - - - - .4 Q NL OiEXISTING BLOCK - - -- - - EXISTING BLOCK O A Zn N WALL REMOVED WALL REMOVED it w q B 5' O" BF 2 8 i REMOVE DASH LIKES N O LL W EXISTING WALL AREAS (, fy �Yw DINING RM I I i I w ; 12"X36" ISLAND LIVING RM (Y- 11 8 w 41L II BED *2 1 25 SH EGRESS 4" 2' 31I I1 cill 41 0 11 O REMOVE GARAGE DOOR AND BLOCK FILL OPENING TO ALLOW FOR NEW WINDOW BEE DETAIL 6-1 PLACE 05 VERTICAL RODS IN EXISTING WALLS. PLACE AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 6' O" OC, SEE DETAIL 6-4 14' 0" EXISTING 8' O" TALL BLOCK WALL BLOCK FILL OPENING OPENING WITH ADDED 2 COURSE TO TOP OF WALL TO MAKE 8' O" TALL. SEE DETAIL 8-1 EXISTING 6' 8" TALL BLOCK WALL NEW 8' O" TALL BLOCK WALL WITH ADDED 2 COURSE TO TOP TO SEE DETAIL 5-5 MAKE 8' O" TALL BLOCK WALL SEE DETAIL 6-4 8 KITCHEN � I I � - 0 4" INTERIOR BLOCK WALL RANGE DISH WASH 1 1 REFRIG 0 0 � 1 1 IFF ■ 3'O"X6'8" 38" TALL I I I SEE NEW TO EXISTING 3' �" 2' III 1 11 ; 3' 2" 1 I BLOCK WALL DETAIL ENTRY B TRIPLE 2X8 02 PINE WITH ; I ;ENTRY SLAB 4" BELOW I 1 C 1/2" PLYWOOD FILLERS I FINISH FLOOR I , (8 AND WRAP WITH HARDI ,HOUSE N TRIM - — — — N CUT BACK OVERHANG AREA AND EXISTING CONCRETE AND POUR NEW SLAB FOR PORCH -11 811 61 O" _ 48' 0" FROFOSED FLOOR FLAN 1/ 411 _ 11 011 ESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMP H ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAI THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING ITH EDITIC DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS 5' 411 R O 4" INTERIOR BLOCK WALL _ N 51" TALL tl Q11 31 3111 ECURE✓BE•JAM TO FACE OF EXISTING LOCK WALL WITH SIMPSON HUC66 ONCEALED FLANGE HANGER WITH J I/4"XI 3/4" TAP CONS AND FILL AIL HOLES TO BEAM WITH IODXI 1/2" AILS 6X6 PT POST WRAP WITH HARDI TRIM 10' 4" NEW AREAS LIVING 131"1 ENTRY 30 PORCH 24-1 TOTAL 1594 CONSTRUCTION NOTES. REMOVE ALL EXISTING DOORS AND WINDOWS IN EXISTING HOUSE AND REPLACE WITH NEW SIZE TO FIT OPENINGS UNLESS NOTED ON PLAN c1J — 0 O Ul 04 48' 0" 14' O" 1 d O" 241 011 21 Oil 21 811 21 811 21 811 14 4i 011 41 011 31 011 T 211 41 611 51 411 22" TALL 2611 TALL 38" TALL Ak / too° O m (lei z 0 m Z z W a u$ 0 W zz z z 0;,o w z o� U ua �z a ad OUUJ O }, zz O 0 w Q Q z _Q ul w �..�.�1. N d) ca Q —.- n VJ z Lit OA, a Q � O 1D 41 'pov T— -1 -oOL > Lu z Lu w 0 o / � O. 386 T.L. SIN P.E. tcENSE N�1. 54 P.O (;�CQ.100 ®128,q CJFY, :4 I HERBY CERTVorV�4-�}i��a ji 5� PECIFICATIONS WERE PREPARED'DIRECT SUPERVISION ARE IN COMPLIAi yy��4,,. ECTION 160E OF THE FLORIDA BUILDING .EDITION AND ASCE 1-16 1 FOR 139 MPH WIND ZONE i'2'IC "CATEGORY II AND THE ENTIRE 202C BUILDING CODE RESIDENTIAL'I TH EDITION GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE ZTH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL ZTH EDITION. T.L. HAN50N A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F, ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P•S,F. WHEN TILE ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S,F, WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION -SECTION R301,2.1.1, AND 2020 FLORIDA BUILDING CODE 1TH EDITION SECTION 160E COMPONENT 4 CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT • +/- 0,15 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32,3/-35.3 2 65.1 +32,3/-56.2 3 -110,6 +32.3/-89,0 4 N/A +35,3/-38,2 5 N/A +35,3/-41.2 SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S,F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAC) AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING, SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S,I, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR "1 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-50 AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S,I, MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO It INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019), PROVIDE CLEAN -OUT OPENINGS (12 80, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 °2 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-II INSULATION DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT. ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION 1-11305,13 PRODUCT CATEGORY STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET STRUCTURAL COMPONET ROOFING ROOFING WINDOWS EXTERIOR DOORS SOFFIT 4 FASCIA TRIM EXTERIOR DOORS SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318). AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS, THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L, HANSON 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, EXTERIOR WINDOWS E DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/182 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE, INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMBING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R306: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 50, FT, B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING, REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER HUCEE SIMPSON ABUSE SIMPSON HIOA SIMPSON HETA20 SIMPSON MBHA HANGERS 5IMP50N MSTA24 SIMPSON LINTEL HEADER CAST CRETE CORP STATE OF FL, APPROVAL " FL 10531 FL 10860 FL 1045E FL 114'13 FL 13c304 FL 13812 FL 158,1 ASPHALT GAF SINGLES ALL FL 10124,1 UNDERLAYMENT GAF FL 10626,1 SINGLE HUNG NON IMPACT PLYGEM 1500 FL 16103,1 SLIDING GLASS PLYGEM 4-I80 FL 14634,4 SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 SINGLE SWINGING PLAST PRO FL 15221,1 FL 15221,E NEW WALL HEIGHT 8, O,, THIS SIDE OF HOUSE — —TOP OF OPENINGS — HARDI LAP SIDING EXISTING WALL HEIGHT THIS SIDE OF HOUSE 8. 011 ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. ... .. ... .. .. ... .. .. ... .. ... .. ... I TOP OF OPENINGS n 6 8 U• DECORATIVE CEMENTITIOUS FINISH Lu 01 0 - —FINISH --=--=--- --=------=-----=---=--;---=------=----------------------------•--------------------- ------------------------------- - FINISH FLOOR — - OWNER OR CONTRACTOR TO VERIFY ROOF PITCH PRIOR TO MANUFACTURING OF ROOF TRUSSES, DO NOT GO BY DRAWiNG5 FRONT ELEVATION 1/411 = 11 OII AREA VENTILATION REQUIRED - UPPER t LOWER VENTED PROVIDED 1594 S,F, ATTIC AREA / 300 = 5,32 S,F, X 144 - 168 S,I, 168 S,I, / 2 = 384 S,I, UPPER AND LOWER VENTILATION REQUIRED UPPER VENTILATION PROVIDED 3 OFF RIDGE VENTS AT 138 SI,/EA - 414 > 384 $1, LOWER VENTILATION PROVIDED 200 FT, SOFFIT VENTS l MIN AT 6,42 SI,/FT = 12134 > 384 Si, HARDI LAP SIDING DECORATIVE CEMENTITIOUS FINISH -------------- RIGHT ELEVATION 1/411 _ 11 OII OFF RIDGE VENT LAP S REAR ELEVATION 1/411 _ V OII HARDI LAP SIDING 1' 4" STUCCO TO MASONRY INSTALLATION: APPLY 2 COATS OF PLASTER DIRECT TO SURFACE TO ACHIEVE A MINIMUM 5/8" THICKNESS INSTALL CASING BEAD. CORNER BEAD AND ALL EXPANSION JOINTS TO FACE OF BLOCK WALL WITH 3/8" MASONRY STUB NAILS, 1/2" T NAILS SPACED MAXIMUM 16" OC OR APPLY A I"XI"X 3/4" THICK SECTION OF LIQUID NAIL TO FACE OF WALL MAXIMUM I6" OC STUCCO TO FRAMING INSTALLATION: INSTALL 1/2" PLYWOOD SHEATHING NAILED TO GABLE END WITH 8D NAILS 6" OC TO ALL WOOD MEMBERS OF TRUSS. COVER WITH TYVEK HOUSE WRAP. INSTALL GALV PAPER BACK WIRE LATH WITH MINIMUM 1 1/2" 16GA GALV STAPLES SPACED MAXIMUM 6" OC ON STUDS OR ALL WEBS OF THE TRUSS. ALL LAPS OF LATH TO BE A MINIMUM 1 1/2", APPLY PEEL AND STICK TAPE AT ALL JOINTS OF BLOCK TO WOOD, INSTALL FELT PAPER OVER THIS JOINT PRIOR TO INSTALLING GALV EXPANSION JOINT AT THIS LOCATION WITH MINIMUM 1 1/2" 16GA STAPLES w 6" OC, APPLY 3 COATS OF PLASTER TO ACHIEVE A MINIMUM 1/8" THICKNESS AT ALL AREAS SIDING TO WOOD OR MASONRY INSTALLATION: REFER TO THE MANUFACTURE SPECIFICATIONS ON ALL EXTERIOR SIDING ale `100 Ole ° 'Y ® - -SONA NO�i8654 P &>C I�NSITg% 2 41,tr,26 I HERBY CEO'�� PR L 41D SPECIFICATIONS WERE PRE PA ®1'°°° DIRECT SUPERVISION ARE IN COMPLI 1��l �> 16, SECTION 1609 OF THE FLORIDA BUILDING C `i TH EDITION AND ASCE 1-Iro FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL 1 TH EDITION m CIA m f� z _p O LL r r In z to lu i m Q w p V w z 4LL A 0 Q- ID in :3 m in 6� m 0 pl 111 LLl m co Z � lij a rWW--z LL NZ O Zm az o� Il.l A 3: U �Z o d) O Jw o H d zz �7 O w <t T LO � N m 0 0) r ll1 N ll-I z 0 La m0 Q Q VJ z lu OL O Q Q 1 3 4* z r � O -A (VY : O 0- z nu 1� F G 2 OF AA, n II LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART C 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL i' - 611 41381 PLF ( UNFILLED ) 2' - 211 3435 PLF ( UNFILLED ) 2' - 811 2111 PLF ( UNFILLED ) 3' - 211 2332 PLF ( UNFILLED ) 41 - O11 1835 PLF ( UNFILLED ) 41 - 611 1624 PLF ( UNFILLED ) 5'-211 21313PLF•• 61 - 2 2211 PLF *• 11 -011 11381PLF +o 81 - 0" 1123 PLF +' 91 - 211 148E PLF •• 10' -oil 1354 PLF •« 101 - 81, 121-7 PLF so 11' - 211 1200 PLF t* 121 - 011 1109 PLF E+ 12' - 8" 1044 PLF •. 131-411 13438PLF •'P • - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. *w P - DENOTES PRE STRESSED U LINTEL WITH *5 REBAR X CONT, PLACED IN BOTTOM COURSE E 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE PLACE IX4 02 SPRUCE BOTTOM BVCORD OF (2) 12D NAILS/, INSTALI UNVENTED SOFFIT FOI; PORCH 8" X 8" X 16" KNOCK OUT BLOCK 8 TOP COARSE WITH 105 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS Lai8" PRECAST LINTEL BLOCK 7--.7 OVER ALL OPENINGS. I EACH 'oe 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 51" STANDARD PRECAST DETAIL F, 191 BUSSES SIMPSON HIOA, FILL NAIL HOLES WITH IODX 1 1/2" NAILS FLOOR PLAN FOR BEAM SIZE 1/2" CDX OR 111611 OSB ROOF SHEATHING NAZI Pn PFQ i?nr)F AWPATWINr n;=TAII IIIITW DEGREE CUT BEAM TO SET OF POST ) STRAP EACH BEAM TO FACE OF �T WITH (1) SIMPSON MSTA24 STRAP . NAIL HOLES WITH lODX1 1/2" NAILS 6X6 P.T. WOOD POST WRAP WITH HARDI TRIM PORCH SLAB ' -———————— — — — — —— — 411 GRADE 1211 SEE FOUNDATION PLAN FOR FOOTING AT POST &X6 POST 4 BEAM DETAIL NOT TO SCALE SIMPSON ABU6(o WITH 3/4"X511 EXPANSION BOLT IN SLAB AND FILL NAIL HOLES WITH IODXI 1/2" NAILS BLOCK WALL SECTION DETAIL S-S NOT TO SCALE 1/2" CDX OR i/1611 OSB ROOF SHEATHING NAII Pr) PI=t? QnnF AWPATI.IIMe I7FTA11 IIJITW BLOCK WALL SECTION DETAIL 8-4 NOT TO SCALE �) INSULATION TYPE GYPSUM BOARD r OVER WINDOW IRING STRIP 16" OC NSULATION 5UM BOARD a U ,L RODS AS SHOWN ON FLOOR IATION PLAN FROM FOOTINGS WALL WITH CELLS FILLED SOLID 'SI CONCRETE O FOOTING WITH �R ON CHAIRS PLACE 05 VERTICAL RODS IN EXISTING WALLS. PLACE AT ALL CORNERS, EAC: SIDE OF ALL OPENINGS AND SPACED " OC. SEE DETAIL 8-3 •30 INSULATION 24' 8" 23' 411 NON LOAD BEARING CONCRETE EDGE I I 1 32"X32"XI6" FOOTING PAD AT POST I I I Q LOCATION WITH (3) 05 REBAR EACH _ _ _ _ _ p 41 w. a WAY w _ O Q Z 00 PORCH SLAB 4" BELOW HOUSE FINISH FLOOR a p O PLACE 05 VERTICAL RODS IN NEW WALLS O O ZZ FROM FOOTINGS BELOW TO TOP OF WALL. PLACE AT ALL CORNERS, EACH SIDE OF QQ ALL OPENINGS AND SPACED MAXIMUM uJ 6' O" OC. p4' 811 q o Ss z6'O"X6'8" SGD z ■ ■__■ ■ FillN q _____■ __ __ ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - __ - - - _- - - -_ � SEE NEW TO EXISTING BLOCK WALL DETAIL - zU I; ■ w0 I 1 Lu J 1 EXISTING BLOCK ■ I i � WALL REMOVED I 1 I ■ �1111111111111 ■J 2,8I,X6,811 ✓ I I I o I I/2" V.T.R, I I �I 1 1/2" I.R. 2" V.T.R. N w I I WASHER I I o o V (� I I I I o _ 1j I I Q a - ✓ I O N 0 z O Q 0 B 0 3 119, EXISTING BLOCK WALL REMOVED "Q i % EXISTING BLOCK -�_ /_ _Z- z / I ALL REMOVED J i � � / REMOVE DASH LINES CONDUIT IN:: �/ _O � j } N O a w Q PLACE SLAB IN THIS AREAI J EXISTING WALL AREAS �S'� N ✓ I FOR ELECTRICAL T�/, ISLAND / I 1T / d) /12"X36" ISLAND Ix EXISTING LOCATION, NO / 1 /^ III I CHANGE TO SINK AT THIS AREA o if i I I I o C -- -- 0 110 25 SH EGRESS 0 z a 2' 311 411 1' 911 4' Ou SEE NEW TOE 15TING Qw —�. �p w L7 _ BLOCK WALL ETAIL Q Iw Gl ENTRY SLAB 4" BELOW Q O 111 REMOVE GARAGE DOOR AND BLOCK FILL OPENING TO ALLOW } q U Z HOUSE FINISH FLOOR q U Z z _ _ _ , _ _ _ z O 0 FOR NEW WINDOW 6-1 SEE DETAIL W I6"XI6"XI6" FOOTING PAD AT POST LOCATION WITH (3) 05 NON LOAD BEARING REBAR EACH WAY CONCRETE EDGE 14' O" 10' O" 1' S" 6' O" 10' 4." 48' 0" IG TYPE GYPSUM BOARD SST OVER D WINDOW -URING STRIP boll OC INSULATION 'SUM BOARD )CK AT LOCATION SHOWN .L 4" INTO TOP OF EXISTING :)XY 1*5 VERTICAL REBAR OF WALL AND TIED TO THE :OVER CUT AND FILL ALL ONCRETE FOUNDATION 4 SANITARY PLAN 1/411 = 11 OII DRILL I" X 611 HOLE INTO EXISTING BOND BEAM AND EPDXY "5 REBAR FROM NEW BOND E INTO EXISTING BOND BEAM, DRILL 1"X6" HOLE INTO EXISTING WALLS 2 AND EPDXY 05 REBAR FROM NEW BLOC INTO EXISTING BLOCK WALL, REBAR TO I LONG WITH 611 INTO EXISTING WALL 6" IN P BLOCK WALL i DRILL I" X (b" HOLE INTO EXISTING FOOTIT AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL NOT TO SCALE IJEEN 114 L A `® NSA a r im H4SA49 C WM8654 I* X I128, DE CITY, FL =526 ow a ATE a I HERBY C T6I--TH,$T P L slow SPECIFICATIONS WERE PREPd1. ®l�-1 DIRECT SUPERVISION ARE IN COM W 6Th 1 SECTION 1609 OF THE FLORIDA BUIL ITION AND ASCE 1-16 FOR 139 MPH IN EGORY II AND THE ENTIRE 2020 BUILDING CODE R I)ENTIAL 1 TH EDITION 0 ■ N tQ m U �, z z o IY � Or u r 0 z N o w v� o U W � z `i O m 73 m 0 >n CD uNa s Z 0 01 m m Z U z � N mew 0 a O wW �� °- o o cn W z z oQ _ 1-U p (L Q) J U �z Q a _ N ) Z o 0 z N W v VQ U�1 dl c tY 0) I � r � Z O z Q Q z n� IJ— O ju fu O Q ` z r � O CV 3nn Iu O N Lu ff PCB 3OF4 CUT FACE OF EXISTING BLOCK AT LOCATION SHOWN ON FLOOR PLAN AND DRILL 4" INTO TOP OF EXISTING: SLAB AT BOTTOM AND EPDXY 05 VERTICAL REBAR THAT WILL EXTEND TO TOP OF WALL AND TIED TO THE HORIZONTAL REBAR AND COVER CUT AND FILL ALL THESE CELLS SOLID WITH CONCRETE /_ 2X8 PT TOP PLATE 2X8 PT TOP PLATE WITH 5113"X6" EXPANSION BOLTS 24" Or — I - I _ ! I I --—I-—— -- --- — — — —— I I I I I ADD I ROW 8" REGULAR BLOCK AND 11 ROW 8" KNOCK OUT LINTEL BLOCK I ITO TOP OF WALL WITH 1-•5 HORIZONTAL I IREBAR TIED OT ALL VERTICAL THREAD I 1 RODS 1 I I I I I I I I I I I EXISTING: BLOCK WALL I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 — — — �— — — T — — —I — — — I— — — - I I I I I I I I I I I I ADD 8" PRECAST LINTEL I I I I I I I I I I I I I I I I I I I I I I ( I EXISTING: BLOCK WALL I I I I I I I I I I I I I - — — 1 — — —I — — — r - I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 11 I I I I I I I I I I I I I - 1I I I I I I I 1 I 1 I I I I 1 I 1 I I I 11 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IN FILL DOOR OPENING: WITH BL I I (tK I I I 1 I I 1 I I I I I I I I I I I I I I CUT FACE OF NEW BLOCK AND EACH END AND EACH SIDE REMOVE HEADER ABOVE EXISTING: DOOR IF OPENINGS AND DRILL 4 INTO TOP OF EXISTING SLAB OPENING- TO ALLOW FOR NEW BLOCK FROM AT BOTTOM AND EPDXY "5 VERTICAL REBAR THAT WILL SLAB TO TOP OF 8'0" WALL AT OPENINGS EXTEND TO TOP OF WALL AND TIED TO THE HORIZONTAL REBAR AND COVER CUT AND FILL ALL THESE CELLS SOLID WITH CONCRETE IN FILL GARAGE DOOR OPENING DETAIL 5-1 NOT TO SCALE ADD 8" PRECAST LINTEL REMOVE EXISTING: WINDOW AND CUT EXISTING BLOCK TO ALLOW FOR NEW WINDOW s D� s • ) D • t o. D .' > o• D Qe A ) o• A. c Q° C t 4 4 D• D D• D c 'n . 4 D •e . 4 D D' ) D ) o• D . o D .4 0 D D D D O ° O ° ` % .°a o .4a T416�1 •n . 4 D 'n . 4 D D• D t D• D [ D • D .'[ o' D .' MODIFY EXISTING WINDOW Oi=ENING DETAIL 6-2 NOT TO SCALE PUNCH HOLE IN CELL AT EACH SIDE OF OPENING AND FILL CELL SOLID WITH 2500 PSI CONCRETE _S" WOOD FRAME OR CMU WALL WINDOW FLANGE. WOOD BUCK AS PE MANUFACTURES RECOMMENDATIOI APPLY SILL PEEL & S OVER FLANGE VERC INSTALLATION W/ SI MANUFACT. RECOMMENOATIOt APPLY �C12C:za STICK FLASHING C FLAN,G 7ERIFY Pd: _a SELECTED MA! €:F, m RECO M� IDA.1 WOOL- FRAME OR CI?.4Lf >WAL TYVEK BUILDING [/ WRAP ATWOO FRAME LOCATION WINDOW FLAN15E SECURED TO WOOD BUCK Al PER WINDOW MANUFACTURES RECOMMENDATIONS WOOD FRAME �R cMLr ALL MAPPLY VERTICAL FEEL zi WINDOW FLANGESE IFLASHING OVER UCK AS PEP r t�FLANGE VERIFY ,LL, W1 i (S�IIENI 4tiliilll EglE( II8� �� I I90ft MANUFACTURES SELECTED �3a� .. Il�li�l!I��ra�Ill���i�l�ll�lll °u ae YY a CONTRACTOR TO FLASH AND SEAL ALL WINDOW AND DOOR OPEPANGS PER THE MANUFACTURER'S RECOMMENDATION AND SHALL PROVIDE A COMPLETE WATER TIGHT SEAL. FLASHING NOTES: PROVIDE CORROSION-RESLSTIVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMIN G, iIP3G COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1, AT THE TOP OF ALL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING CONTINUOUSLAP OF NOT LESS THAN 1 116 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REC,tUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. Z AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALL$, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONP.Y, WOOD OR METAL COPINGS AND SILLS. CMU OPTION: a. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SEAL FROM FACE OF BLOCK WALL EDGE TOFRAME EDGE OF WINDOW WITH DRYLOCK SEALANT 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAMED CONSTRUCTION, d. AT WALL AND ROOF INTERSECTIONS, ADD SINGLE DOOR TO EXISTING BLOCK WALL 8-3 DETAIL NOT TO SCALE > ALLOW UNIT PUNCH HOLE IN CELL AT EACH SIDE IF OPENING AND FILL CELL SOLID WITH 2500 PSI CONCRETE EXTERIOR DOOR & WINDOW FLASHING ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .09-IX1 3/8" T- NAILS MAXIMUM 10" OC, CAULK DOOR FRAME MANUFACTURES RECC STEP ## SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING .091 X 1 3/8" T- NAILS MAXIMUM 10" OC CAULKED WINDOW PEF WINDOW MANUFACTURE RECOMMENDATIONS Ti LOAD AND COMPRES; FOR YOUR JOB LOCA' NOT TO SCALE SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" C AND WINDOW FRAME BLOCK WINDOW ATTACHMENT DETAIL NOT TO SCALE �0p1 Ikj� T.L,=,40N P.E. E Np. 39654 P. >1 1"i28, D,4CITY, FC IA4-* � WfQF �* I HERBY CER i" ��4T AN � DPECIFICATIONS WERE PREPAi°�1t ° ECT SUPERVISION ARE IN COMPLI CTION I�o09 OF THE FLORIDA BUILDIN ION AND ASCE 7-16 FOR 139 MPH WIND Z RY II AND THE ENTIRE 2020 BUILDING: CODE RE ID' NTIAL 7 TH EDITION 0 D m r 0 N Q ul Q O CD Q Q d) z O ul _�-- u 0 Q Z r � O N O lu O z Lu ff FG 40Fro I — dam' n11 IL 7 2x4 CROSS -BRACING RIDGE 20'-0" MAX Cam! U O .Q OG —>< O X F ' IDG0 X O O I q� - O F—>< U -I O Q d U.I 0 TOP/BOTTOM CHORD GABLE � TEND BRACING e 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACINGOR CROSS BRACING REQUIREMENTS ', MINIMUM TRUSS IBRACING 2X8 RIDGE BOARD CONT. 2X4 - SIMPSON "1-13" - HURR. STRAP 48" O,C, TYP, 2X4 HAILERS (TYP.) CONT. BOTTOM CHORD _ BRACING 0"x4" MIN.) a Q-E 10'-0" MAX. 2X4 VERTICAL SCAB v 48" O.C. (MAX.) CONN. W/ 4-16D NAILS 0 TOP d SIMPSON "1-13" HURRICANE CLIP AT BOTTOM. 2" X 6" (02 YELLOW PINE) RAFTERS -s 24" O.G. SIMPSON "143" HURR. STRAP \ EACH END END NOT EXPOSED TO WIND ROOF EDGE 3 2O O @1 3O OG� ORIDGE O 1 O 2 O 3 O O O O O GABLE END I 1 5 -o PARTIAL ROOF PLAN 5'-0 ZONE OI Sd RING SHANK NAILS AT 6" O.C. AT EDGES 8d RING SHANK NAILS AT 6" O.G. INTERMEDIATE ZONES O 3O 8d RING SHANK NAILS AT ro" O.C., 4" O.C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER, ROOF SHEATHING NAILING 2X8 RIDGE BOARD VERT. SCAB — BEVEL CUT- TYP, CONT, 2X4 NAILER TYP. (2-16D NAILS PER TRUSS) SIMPSON "143" HURR. STRAP 48" O.C. TYP, ROOF VALLEY DETAIL PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING AT ALL ROOF CHANGES AND SIDE WALL AREAS PER F5C 101.2.5 /R103.1.5. 103.8., 903.2 AND SOB PLACE ROOF CEMENT COATING AT ROOF DECKS EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" ROOF NAILS 12" OC NOT -TO -SCALE 0 0 0 0 0 o ° o ° o ° 0 ° ° ° o ° 0 ° ° ° SIDE WALLS OR CHIMNE' 0 O 0 0 ° ° MINIMUM 8"X8" 26 GA ANGLE FL ° OR STEP FLASHING, SEE NOTE f 0 ROOF DECK AT SIDE WALLS TYPICAL ROOF FLA,5HING DETP41L. NOT TO SCALE NOT TO SCALE SIMPSON H3 FRAMING ANCHOR TYP. ROOF SHEATHING SECTION "A" -"A" BUSSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION. 6 (02 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS 4-16D TOE NAILS im RIDGE BOARD END 24' 8" 23' 4" GABLE ENDTRUSS ----------------------- ------ I I III ,I, I I I I I I III ,I, I I I I I I I I I I I I I I O O O II I I III II O till I I I I I I I I III III I I I I I I I I I I I 1 III III I I I I c!J I I I I cA 10 >01 >01 - - - - - - - - - - - \I GIRDER TRUSSAf I I I I USE (U SIMPSON HETA20 STRAP Al EACH SIDE OF I GIRDER TRUSS AT EACH END POURED IN WALL. 1 FILL NAIL HOLES WITH IODXI 1/2" NAILS I I I I I I I I 0 EXISTING BLOCK I ALL REMOVED- tz u I 0 Cll lu 10 I I I I 1 I I I I I I I I 1 I / I J O _ III III O I I I I I I I I 'II III GABLE E D TRUSS 14' 011 1& 011 tall 6' 011 10' 411 ol 4Q1 O11 I I PLAN �I /� USE (U SIMPSON HIOA CLIP AT ALL TRUSSES TO ROOFTRUSS Pi�A `l 114II � � I O 11 HOES WITH MIODXIDI/2" NAILS. 2X6 PT OP PLATE, FILL NAIL STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16" 0'-0" TO 415" 4'-5" TO 810" 8'O"- 12'O" 12'0" TO 1610" 2411 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 10'0" 10'0" TO 14'O" NO ANGLE BRACING REQUIRED WHEN GABLE IS NO MORE THAN 24" TALL IN CENTER BACKNAIL W/ (2) ]t- """ 2X4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) 160 NAILS EACH END WITH (6) I&D NAILS AT EACH END NAIL TO 2X4 2X4 ANGLE BRACING AT 48" OC ALO GABLE END NAIL ENDS TO 2X4 BLOCf WITH (2) 16D TOE NAILS 1/2" 2X4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 12D COMMON NAILS AT EACH UPRIGHT MEMBER OF GABLE GA5LE END 5RACING DETAIL NOT TO SCALE NOTE., NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4'0" OR LESS "L" BRACING TO EXTEND AT LEAST 90 qo OF WEB LENGTH ( SEE TABLE ABOVE ) DOWN GABLE TRUSS WITH ONE LAYER CDX SHEATHING OR 1/16" OSB NAILED )C WITH 80 COMMON NAILS ATTACH BOTTOM CORD OF GABLE TRUSS TO 2 X 6 PLATE WITH 160 NAILS 6" or - [IN 2 X 6 P.T. PLATE WITH 2" X 8" ANCHOR BOLTS ,T 24" OC, -00 T.LZ4 ANWN P.E. LICENSO-,�O. 654 P. BO� 11*®3I86 Y, tL 33 26 _ .�� 0y I HERBY CEReTi#'1' VIPAT THE PLANS®A Cl IPECIFICATIONS WERE PREPasW qpY 1g lopER =EGT SUPERVISION ARE IN COMf1 11e CH °I STION 1609 OF THE FLORIDA BUIL �3PtQd T® I bN AND ASCE 1-16 FOR 139 MPH ® 10,15<0°® Y II AND THE ENTIRE 2020 BUILDING H EDITION 1 0 m Ul cn U "q z-q z D O. u- r n� �° u � w Q m pw � p U w z d 3 fII � m 3 Z N cn O m ,n N Om m z z N LU m°a � o O ww Z Z it ILL o ID N z w �:3 �, � wmm 17 l Q J U o a zZ Lu 0 N Nz Z � O v 1 n CV � }— 0 N z O w o Q Q 0 FIG �0 ro A I I IC+ IN* I A" A I IVN Vh AIM HANULtK KEGiUIKtii SkKYIGE PANEL LOCATION TO BE NO MORE THAN 61 O" FROM ATTIC ACCESS H'PC FLAN 1/4 11 _ 11 O11 Horida Product Approval Cernplank ' Lap Siding • For use inside HVHZ: o Cempbnk lap Siding fastener types, f*gen.ng schedule, and installation. shall be in accordance Wrth the Karon -Lade County Flodda NO!A 20- 0730.06, Consult the Cemplank product installation instructions on the follow pages for all other installation requinements. • For use outside of iHVHZ, o Cernplank trap Siding fastener types, fastening schedule., and installation shall be In accordance with CAE Engineering Reports No..201-10:2.1, 2001-10.2.2, 2001-10.2.3. Consult the Cerxplank ptodwt installation instructions on the folks pages for all cl#Few installation requirements. CenlVank rklt5f CEDAR BEADED CEDAR BEADED SMOOTH IRR G Ari+T SAL RET3 O,arA .M P ;. H'}^15-`4t�9i "3d AC, ^£%4tmi %Rd •EA .ttr...E 3.. _AiN.. f}LES F�§4 f-hfA>:*,GA rt R^.Tn1R T t,hK to `wL 'x E2F1J(, �nM,. &1A.Y LF.ItL 1rkF k'ti:?'§I.L Ei.A iIT AF�F�.„ 5. _: EYn F'�ff r7k9A*i�,&_.A=L',Y,;.At_ULF rVr-CCC6.,AKi9Wll»Ti*6 P, 7'na.,aGT t=F:A'rxTv. STORAGE&HANDLING: A CLITTWG NSTRUCTIONT si :6 arawmaurt>nduarerenW'<ee 3AmJ:x'.#^ ._.....�_._._ a simmawoar w Kelm t lt;*g;lmmad wtt d �du2# saEw.aaaxapkxa "Now exefa. vi ft f:tFbSRadwprpnx5rsaacnSxxs. sw aetmafe?ESWlnshmlageat7.Ui F6 rdlSSsaM:YA"IW*sahf .RY#:t§a€ta u?k1a 2[afa�Yjs3�7gaX,tEamds^�+`r6AFa;.a rcaaa, o"M C lrfl tw m:ea'rE..F :t nfn+sdaa xa+.. �a� u x§e9texspiwsT°:wJn} 2 B6YS1Y(fb'w$tpalEitME: n +'St4EB3 cbgd6aaldCrx±1a16Ga:*:9deaka}:, adFitl. d»xee ast. E.��6 J. 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