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6251 Ft King Rd
Alliance Church of ;!ephyrhills CONSTRUCTION DRAWINGS Foyer /Porte-Cochere Renovation 3251 Fort King Rd. Zephryrhills, Florida 33542 CODE DATA: OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A TYPE OF CONSTRUCTION: TYPE 11113 ( LEVEL II ALTERATION) NUMBER OF STORIES: BUILDING MATERIAL: BUILDING HEIGHT: 1 CONCRETE BLOCK 21.75' CODE SUMMARY: PROJEC' LOCATIO Site Indicator Map: SCHEDULE OF DRAWINGS: 01 - FLORIDA BUILDING CODE 2010 EDITION C1 - 02 - FLORIDA MECHANICAL CODE, 2010 EDITION 131 _ 03 - FLORIDA PLUMBING CODE, 2010 EDITION 04 - NATIONAL ELECTRIC CODE, 2008 EDITION B2 05 - FLORIDA ENERGY CODE, 2010 EDITION S1 - 06 - FLORIDA FIRE PREVENTION CODE, 2010 EDITION NFPA 1 UNIFORM FIRE CODE CODE, 2009 EDITION S2 07 - NFPA 101, LIFE SAFETY CODE, 2009 EDITION 08 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 2010 EDITION SUMMARY: FBC 2010 EDITION (UNLESS OTHERWISE NOTED) UNLESS OTHERWISE NOTED) Engineer: HANSON & HEADLEY PROFESSIONAL ENGINEERS ENGINEERING BUSINESS NO. EB6450 THOMAS L. HANSON GARY L. HEADLEY FL PE NO. 38654 FL PE NO. 16119 P.O. BOX 1728 4811 S. PLEASANT GROVE RD. DADE CITY, FL 33526 INVERNESS, FL 34452 (352) 521-5848 (352) 726-2332 COVER SHEET ELEVATION PLANS FLOOR PLAN FOUNDATION &PLUMBING RISER 'r,"ft'. � r'cl^ea DETAILS E/M1 - ELECTRICAL/ MECHANICAL PLAN 1 of - PRODUCT APPROVAL INFORMATION i D .S, FL PU A Ei1_ DIi � CODE;, ?v ATIONAL ELECTRIC CODE AND C1. 3`Y�y �I �I � I,�IILL� 0-:(rI1,1/��1C-I S V'�W D ATIAR CITE' OF : ,p � 2014 PLANS E� ' 'S pr _0. rn W A O z U 0 � o U N tA O H A W H ►r W m 2 H .ti z w o N O � T w o 1 z .r L G.0 m r�� w df - I— F W a U W 13 0 t— w a: z J u Z W ¢ O ca 1 o U z N d 3 I U Q A A 1Z Z 3 a 10 W W Z U Z W 0 W W w _ I W �+ r J =ZaNN w zm Wzo viWr V t- JW z QV) ; zm Z oz O V/Z WWQOI9�JDO ZC- L z2M�L�!n JZX�N O mU� LL n LL QLLJ and O �N F?�ao T i I ■ CLG. HGT. I I I I I I - — — — — — — — — — ' I I — — — — — — — — — — — — I — — I — -1 — — — — — — — — — . _ — . — — — — — — — _ — . — . — . — . — \ ` CLG. HGT. — - — \ I I I I I I I r=====_===== I 1 I I I T�==1 1 1 y \\ -------------- - r----- ---- r =__-� ==-r f I I ------------------------- I I r =_— �-__— T----� =_-� r 1 -I r---1 I III ,� I II I 1 I - - II I I I---- - I wIN/DR. HGT. I .0 -------------------------------------------------------------------------- r----- __-� r---1 I r----�__— r---1 ----� wIN/DR. HGT. — II %II I II 11 11 II �111 III II � 11 111 / II II I I -J1L------JIL �t-_---�1--_--1�-- I=-�I Ill I�-==� III IP=-=� III rr-I I I _ II / II II 1 II / ll it 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 II I II II I II I II I II II I II III III II I II I I I II I II I I I III I I I I I I II II I I I I I I II I /i/ I I I I I I I I I I /�% I I I / / L5050 HJI JI I I I II I I I I I i I I I I I II I I I I I I I I I L5�5(D 1 H H5I�I JL{d5lD JI II II it II \ II II I it I II III II II II I II I II II I II =_� 11I 6===�Inllln6=== II II I I I II II I II I I I II 0 II I II I 1 I I � 111 =1 II I I I I I I I I I I I I I I L5a5rd H51 JI II II I I I I I I I I I I I I L5rd5fd µel JI I \`\\ I \� I `:• \ - r====1----r � � - —----r - —� I I I I I I I I I I I III III � III1 IIII I • II II III I I I 1111 / II .' I I I I I I III II III II I% I Ill II I I 20 Cm.p- - JL===__JiL-- ---- — -JL-_ FF-. ELEV, — =�--I I FF. ELEV. SCALE: 1 I _0I I MATCH EXISTING \ \ CLG. FIBEF;rLASS SHINGLES \ 01 0 s 3'-6" CEMENT — — — — — 3;EXTIIRECL — — - — — — — — — — — — — — — — — — — — — — — — — — / FINISH• \ ` - - - - - h - - - - - - - :. - - - - - "` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - wIN/DR HGT. �� r = _ =— r =�_ �___-� -- _ - --� /� 9 r----�__—� r---- __-� Ir'"\---�I �-i �\ /��// I li ri iI it \ li /� i1 ili /� it i1 .. � . �/ • ' ,�' ii �/ ii ii ii �� ii ii � `�\\ \\ I I I I i I I I II II 11 II 11 III II 11 • � - " .' � � � 0 �I I� I� �I I� I� I `�\ I I II II eo 15m5m H II II 11505fD H I I \ JI JI L5�5(d H311 - JIL5m50 HSJI CEMENT IJI - 0 5090 H �L / ---HeI -r===---=rr=-.L_-=-r= TEXTURED I \\ FINISH I I I I I I I G•F FF. ELEV. — I 0 2' - V" 5' - 4" 1P I F R 0 N 7 S L 1r SCALE: 11-011 CLG. HGT.— WIN/DR. HGT. a h ID FF. ELEV. TABLE R1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered mosonry veneer ,025 Aluminum siding 0.019 Anchored masonry veneer 2.625 Asbestos —cement boards 0.125 Asbestos shingles 0,156 Cold —rolled copper 0.0216 nominal Copper shinglesd 0.0162 nominal Exterior plywood (with sheathing) 0.313 Exterior plywood (without sheathing) See Section 2304,6 Fiber cement lap siding 0.25 c Fiber cement panel siding 0.25 c Fiber cement panel siding 0.25 c Fiberboard siding .05 Gloss —fiber reinforced concrete panels 0375 Hardboard siding c .025 High —yield copperd 0.0162 nominal Lead —coated copperd 0,0216 nominal Lead —coated high —yield copper 0.0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 Particleboard (without sheathing) See Section 2304.6 Precast stone facing 0.625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial) 1.5 Stone (natural) 2 Structural glass 344 Stucco or exterior Portland cement plaster Three —coat work over: Metal plaster base 0.875 b nominal Unit masonry 0.625 b nominal Cast —in —place or precast concrete 0.625 b nominal Two —coat work over: Unit masonry 0.5 b nominal Cast —in —place or precast concrete 0.375 b nominal. Terra cotto (anchored) 1 Terra cotto (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0.375 Wood siding (without sheathing) 0.5 Lead —coated copper d 0.0216 nominal For SI: 1 inch = 25.4 mm. a. Wood siding of thicknesses less than 0.5 inch shall be placed over sheathing that conforms to Section 2304.6. b. Exclusive of texture. C. As measured at the bottom of decorative grooves. 1/4" TOOLED JOINi SMOOTH FINISH - BANDS CEMENT TEXTURED FINISH ROUGH FIN15+- TOOLED 15AND DETAIL N.T,5, 1403.1 In order to provide For inspection For termite Infesta- tion, clearance between exterior wall coverings and final earth ggracle on the exterior of a building shall not be less than ro inches (152 mm), Exceptions: 1. Faint or decorative cementitious Finish less than 5/8 inch (I1I mm) thick adhered directly to the masonry Foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5. Masonry veneers. z Ld U Fa U U D_ W z U 0 o d � o U rU V1 ra W H rr LLI X � N sLID L M CM aU_ N A T L �. N UN tm Y u� C a N I w O J W z J z W Q= w J U U w _ U r Z LJ LIj W ra Q n I m 3 OJ Q cu Q z W J L ❑ Ri ❑ z z W U 0 r � CU A � Z m W f zLd = z 3 Li Z W J l7 L. Z I-U z N W 0 � �U) 6 W W W W 0 ; �J Z. to _ Z N JCONJ� �� JLiN V m =Oa�� w zW o z (n N J V LL1 r L,, Z TW i af a W N QJWZ06 M z Zm Z OZ —� (n w z _ Z 01 M04 Z (0 r� 4<oGo 00 00 Z Wz w =00N X JzXHN O If) CD U u7 N W m [V T y /L'L O F_L, o� if It ' —`\ ------------------------------------------------------------------------------------------------------------ \`\` i I L I h I I I i I I I i I I I i i I r r I I I I WIN/DR. W T. I II II II II II II II II II II I �\\i I `�\\ II 11 II 11 I I I I I I I I I I I I II II II II II II II II II II II III III L II II II II II 11 l {ODO HSJI II 11 11 L II I� II II 11 II L05(d HSJI \\ I I II III II 11 \\ II II ���\ 11 II \ ii �I I I I I I I I I I I I I I II II II II I I I I I I I I I I I I I I I I I I II II II II L_____JI ------ I —I I I IT — — I I I — i t I I I I F. ELEV. — 0 2'-5" 5'-4" L E F T S I D E E L E V A T I O N -------------------------------------------- \ \ \ \ \ \\\\ V' - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - i r a- — --� -- Ir r = =� ___-� r r 11 fir� \--�---�T \ I� II II tl II II II II II II II II II II II II II II II II 11 I \�\\,i I \\ I III III I� I I i1 I - • • - II II II II II 11 II II II II II II 11 II II II II II I I I II "II II III L--- I5L1050 HSJI 11 11 11 11 11 II I I I L--- ILm5m I I III �\ II II II II I - `� • . II II II II II II II II II II II II II II II II II II II II I I I I \ �' I I I I I I •• . • • 0 2'-8" 51_411 -011 5CALE: 3/1(011= 11 1 El0 Cs CEMENT• , TEXTURED FINISH I I - •I I I I I I I I • - I I • � I I I I ELEVATION 0 m FIBERGLASS SHINGLES forte - Cochere 12 —7 MATCH EXISTING 5•_6�� TABLE R1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered masonry veneer .025 Aluminum siding 0.019 Anchored masonry veneer 2.625 Asbestos -cement boards 0.125 Asbestos shingles 0.156 Cold -rolled copper 0.0216 nominal Copper shinglesd 0.0162 nominal Exterior plywood (with sheathing) 0.313 Exterior plywood (without sheathing) See Section 2304.E Fiber cement lop siding 0.25 c Fiber cement panel siding 0.25 c Fiber cement panel siding 0.25 c Fiberboard siding 05 Glass -fiber reinforced concrete panels 0375 Hardboard siding c .025 High -yield copperd 0.0162 nominal Lead -coated copperd 0.0216 nominal Lead -coated high -yield copper 0.0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 Particleboard (without sheathing) See Section 2304.6 Precast stone facing 0,625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial) 1.5 Stone (natural) 2 Structural glass 344 Stucco or exterior Portland cement plaster Three -coat work over: Metal plaster base 0.875 b nominal Unit masonry 0.625 b nominal Cost -in -place or precast concrete 0.625 b nominal Two -coat work over: Unit masonry 0.5 b nominal Cast -in -place or precast concrete 0,375 b nominal Terra sotto (anchored) 1 Terra cotta (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0.375 Wood siding (without sheathing) 0.5 Lead -coated copper d 0.0216 nominal For SI: 1 inch = 25.4 mm. a. Wood siding of thicknesses less than 0.5 inch shall be placed over sheathing that conforms to Section 2304.6. b. Exclusive of texture. C. As measured at the bottom of decorative grooves. CLG. HGT.- WIN/DR. HGT. a F.F. ELEV. 1403.E In order to provide For inspection For termite inFesta- tion, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than ro inches (152 mm). Exceptions: 1. Paint or decorative cementitious Finish less than 5/8 inch (I1.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior Finish floor elevation For the width of such ramps only. 3. A 4-Inch (102 mm) Inspection space above patio and garage slabs and entry areas. 4. IF the patio has been soil treated For termites, the Finish elevation may match the building interior finish Floor elevations on masonry construction only. 5. Masonry veneers. 1/4" TOOL.EID JOINT SMOOTH FINISH - BANDS CEMENT TEXTURED FINISH ROUGH FINISH TOOLED f5AND DETAIL N.T.S. 0 W La 0 z U 0 a o � o U tU o O H a w N W a, L � - .,. c O .7 �• U W i0 12 A a m I � m � r Z 0 U 0 W A U U W ❑ d z 0 U U Q z 3 Q Q CM ■� V .0 LO iV co M N h• _ 0 s s(D � N 3 � Z rn o Y d � � o CILL 2 ■� N = (D i d) z Q CL Q z Z W J Q U Ca w = W J o Z W z W W ❑ lV U Z Z wl 0 ElU U 3 0 CD Q o Ill Q � m z w � z cl�3 z W Li Z W J 7 Li Q (� W 0, V) 0 L.0 � Ld J1 W l 0 _I 0 am Z n —y- om pcOQ-JM ZW SQR (f){D wz W w �zviLu z ry T i JW of w N ��mz w z zm z u. oz O -� �, W Z L" I Z (n O� (n in o0 =rO�wuO z LL J } O UXF N Z Q wmU Tn� :5Fa W O O Q i J H wd�� I TABLE R 1405. 2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered masonry veneer .025 Aluminum siding 0.019 Anchored masonry veneer 2.625 Asbestos —cement boards 0.125 Asbestos shingles 0.156 Cold —rolled copper 0.0216 nominal Copper shinglesd 0.0162 nominal Exterior plywood (with sheathing) 0.313 Exterior plywood (without sheathing) See Section 2304.6 Fiber cement lap siding 0.25 c Fiber cement panel siding 0.25 c Fiber cement panel siding 0.25 c Fiberboard siding .05 Glass —fiber reinforced concrete panels 0375 Hardboard siding c .025 High —yield copperd 0.0162 nominal Lead —coated copperd 0.0216 nominal Lead —coated high —yield copper 0.0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 Particleboard (without sheathing) See Section 2304.6 Precast stone facing 0.625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial) 1.5 Stone (natural) 2 Structural glass .344 Stucco or exterior Portland cement plaster Three —coat work over: Metal plaster base 0,875 b nominal Unit masonry 0.625 b nominal Cast —in —place or precast concrete 0.625 b nominal Two —coat work over: Unit masonry 0.5 b nominal Cast —in —place or precast concrete 0.375 b nominal Terra cotta (anchored) 1 Terra cotto (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0,375 Wood siding (without sheathing) 0.5 Lead —coated copper d 0.0216 nominal For SI: 1 inch = 25.4 mm. a. Wood siding of thicknesses less than 0.5 inch shall be placed over sheathing that conforms to Section 2304.6, b. Exclusive of texture. C. As measured at the bottom of decorative grooves. 12 MATCH EXISTING CLG. HGT. 3' •6" LUIN/DR. HGT. W FF. ELEV. , —GLG. HGT. —/ — — — — — — — — — — — — — / — — — — — / i ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I \ \ I I I \\ --T — — — — — — — — — — — — — — — --------__-------------------------------------------------------------------- — LUIN/DR. HIGT. 910 I r------ I I I I I I I I I II II /�'/ I II I II I I I II II II II II II II II I I I II II II II I I I II II II II III II II II III II I I II II II I II I I I I I I II I I I /i// II II I I I 5050 H51 II I II I JI II II II II I I I II II I I I I I I II II I I i n 5050 H51 JI II II I I I I I I I I I I I I 5f050 H5J1 JI II II I I I II III II I I I II III II I I I I I I II III II II III II 5050 H§I JI n n II I I I I I I I I 5050 H51 II I I I I JI L=-__r _=-J L___-r—==_J II WNW II L----r ---J re/ I I I I I I II II II II II III II II III II I I I I I 1 I I — FF. ELEV.— 70 I — — — — — — — — II II — — II ------II II III II — — — — — — 116m6a Ca.D.11l - II — — — — — — — 0 2'-8° 5-4° I H 7 B I 1:� E E �( I SCALE: 3/1(o _ 11 _ 0 11 FIBERGLASS SHINGLES Port-Gochere 9 iv I GLG. HGT. � I I I I I WIN/DR. HGT, I I I I I I 1 I I I I I I I — FF. ELEV. 0 2'-8" 5-4II CEMENT .. T€XTUf2E FINISH ---------------------------------- - — — — — — — — — — — \),X� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ \ / 1 II II II II II II II II II II II II II II II III II II II II /�' I II II II II II 11 II II II II II II 11 II II III II 11 II II III II 115050 HSII nll 115050 HSII III II II 1 1 ^� i L --- J L 050 HSJI 15050 HSJ� JI nil!, L5050 HSI — -- JI ---- — uIl ---- ---- — — — — ulllu ---- --- II II II III II � II II II III II I I I II II II III II I I I II II II III II -- �fp68 G.D,I I 1 — . — . _ — . — . — L -- --J — . — — . — — . — — . . — L-- — -- — J SCALE: 3/1(o_ 11 _ 0 11 L E v A T I O N z U 0 o U N In ❑ 0 Ga W N W U AS tea m 1 _� vv o c_ lv IL 17 gSTF LIJ go /�/ J a N CD m � a t z 0 U N Q U U Li 0 W E I d/ z O -1 ca = W J U U I W _ U P Z Q W q J w Q r (U n I L7 � 3 CiJ Q� P� Z ClJ Z Z Z r- Ell 3 o ti O CU Fl � m Z W '22: z z 3 O z W _ j 7 Li a z W = U T V�/ Lu W Zo W O N zu �� _ Lr, J _ LLj CiV m =aV o� LU zw Wo nN �Zvzr z r� >LQ a"tWC) Chd z Q� Zm z oz O -- (� W z O� z �� Ww z� �� Qoo,_Joi) z W M =r Lc-') J O z F- T aWry)"� � p < J I-L�ao� I I I I I L-----------------------------------------------------------------------------,I , I I I I II I II I II I II I II II L-----1 1 r-----'1 II II I II I II I II I II I I I I I II I II I II I II I II I I ; II II I I I II I II I II I II 1 II I I I I I i I I I II I II I II I II I II I I , I I I I I I I I I II II I I I ; I 1 I I I I II II II II II , I I II II II II II ; y II I I I I II I II I II I II I II 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 II III I 11 II II II II II II I ; I II I II I II I I� I II I II I II I II I II I II II 11 II I II I, II II I �� l �� I I I I I I I I I Y / I I II I II I II i II I II I I '�' i/ J II II II II I II I II --------------- r------------ --� f-------------- r-'----------- I I � i I I II i II i tI i it i I I II I II I II I II I `_ _� I �. �.� •�� I i / II II I II I II I II I II II Ilrr� II I I ✓ I I II I II I II I it I I 141 lO 6 I I I I I I 11 I I I I II I ,�•� .� �, I II I II I II I I , 10 IO p I I , I \ I�-711 DI-1 I I I I I I I - IJ J � —y � I I I I I �. , — I \✓, , I .- . 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I II I I I I Y II ;1�II yxII,;' � Ii roll I,I YYI; I I \ it IItl II - — - I I - - - - - - - --- - -- —l1 I I I Iiiil i i Iiol ; j I li ii jl II I i II II II 1 1 I ,I ; ji i I II I"'I II III II -� j----- i -_-_- --- - ----------- L-- _ _ — —_— —__�-------------- � _--rr— —�— -- - --- —_—_— —�—� -J i I --------------------------------------------ice iI --------------------------I r�-c\l ® ` ; I i / 1.i( LLI-I j I j I I u Ij /�----_� / PI Ir_________ r I II Itlll \--,4 l / jI III I II i 11 / II III ; I I II I L f•-/�1_u, —(✓��1 III\ III i Ir_,li I jj I� j L___—_______� i ii i i I II it N I 6 I O 0- o�IIrII IIIIII 1 -tlII/IIt/I --_--- 11-7i0O IIII 1Ii IIII/ I1I9YlIIpIII ----- \ IIII l IIII Hill tll I LL_ J)I II,I c ILA Itlll I �I I II I I I I I II ILL III II I \ \ I II L------ ___\\i.......... -------------- ,1f _-___�-_____ ---------------- _ -_-_-_-___ J I L I I \ I I \ \ I I SANCTUARI'/OFF ICES: 813-1 SF 0 41 81 TOTAL AC SPACE: 8131 SF FORTE-COC�4ERE: 571 SF TOTAL : 8-108 SF UILT / DEMOLITION PLAN z U 0 � o a r, u(U o C3 A W LIJ m 2 cn H I z o N 0 W � O N zo 1L V) Q I— U W El oof a a ■ LO In M S■ —j N6 o � L v N L HHHC V � d � v O c to Lo Lo ■� N CO \i Y R w J Y U W U r m � z 12L L LJ R W Z LO J LL R F- s—i U) W LL LLJ W O (, Ln O ZI- o)_ Z M N v m o,Q L=l acc Od(n [O LiJZu ZW Z WI LLj }5-- W N JW cD1-�Z � z Q� zzm oz O —, W z Ln I � Z O4 M Z M 00 Z J O X H N LUN TL^^L i LL OJO¢� �Wao� N A >t A II 1 II EXIST INCH SANCTUARY II I I II I II I II II II II II II I II II I------- -1 --------------------- -------- - Ll--- -_ -_ - -_-_ - - - --J 1 r-------------7------------------- -` ----- l�l / '1 III I F_--------- /i I I �------------- � III I E X. 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W O M E N tS R O Oi'(i I I I I - \\ �---------- 0 l i I NEW WALL / EXISTING j i O O \\ \ NEW WALL / EXISTING - - - - - I WALL CONNECTION I WALL CONNECTION I-----------\y - -------- ------------ -- - - - - -----------------I ------------ ---- ------ ------ II ■ I NEW WALL /EXISTING I I WALL CONNECTION I I u-t W I 1 ' 0 4 I 11 1 IZ _ (L cq CA 0I I I Iw X 0I I XLLPOD O I tu 16'-0" CLG. I 10 O I I �Q I I I I Z I�0 sJ I I I I - � -A W N I I I 1 I Q CL I j j I I CL 0 zZ zZ I I 1 CIL 0 X N� �� I I I I X o� LU Ju I I I N �Z �Z v _J Q p I I I Z3 Z3 OKIXX r- - - - - ---------LU/-7RANSOI-i-----------t 5�HS GLASS DOORS 5 -1 3/16 5 -1 3/16 op I / 4'-81/16" 41-81/16" \ I I �_ NEW WALL / EXISTING - - - - - - - - - - WALL CONNECTION W W z z W W Forts - Cochers 0 tt p 19-0x20-0 p N U 12'-0" CLG. U T� N r------------------------------------ -- - I I it I I ' I I L4 CO CRETE LINTEL 'n I- - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - J S2 B 2'-0" 21 41 5251 DOOR SIZE FEET (HGT, (o'-8" UNLE55 NOTED OTHERWISE) DOOR SIZE INCHES PH EPRE-HUNG (PH) or WRAP (W) or POCKET (PKT) WINDOW SIZE 34 SH PLATE HGT. -a 16'-8" A.F,F. ® PLATE HGT. -S 12'-0" A.F.F. ALL CMU WALLS CONSIDERED SHEAR WALL CELL POURED SOLID w/ (1)45 FROM FTG, TO BOND BEAM • TIE MAX BOLTS Q Co'-O" O,C. 3 12" FROM ANY CORNER FRAI" iiNCX No rrme: ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF BLOCK CAS APPROPRIATE) WHICH LINES WITH THE FOUNDATION BELOW, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER. SEE SHEETS - 51,82 AND ADDITIONAL "S" &MEETS FOR ADDITIONAL STRUCTURAL DETAILS /NOTES SECTION R602 WOOD WALL FRAMING R602.1.1 Identification. Load -bearing dimension lumber for Studs, plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOG PS 2ID. In lieu of a grade mark, a certification of inspection Issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. R602,1,1,1 End -jointed lumber. Approved end -jointed lumber identified by a grade mark conforming to Section RroO211 may be used interchangeably with solid -sawn members of the same species and grade. R602.1.2 Structural glued laminated timbers. Glued laminated timbers shall be manufactured and identified as required in AITC AIS0.1 and ASTM D 3131. R602.2.1 Stud grade. Studs shall be a minimum No. 3, standard or stud grade lumber. Exception: Bearing studs riot supporting Floors and nonbearing studs may be utility grade lumber, provided the studs are Spaced in accordance with Table Rro02.2(5). EX. 5ANCTU,AR4T'/OFFICE5: 0137 5F PROP. FOYER: 74(0 5F TOTAL AC SFACE: 8883 5F PROP. FORTE-COCNERE: 414 5F TOTAL : 9291 5F SECTION 2406 SAFETY GLAZING 24060 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. 2406.1.1 Impact test. Except as provided in Sections 2406.12 through 2406.1.4, all glazing shall pass the impact test requirements of Section 24062. 2406.12 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z9l.l. 2406,13 Glass block Glass -block walls shall comply with section 2101.25. 240(o.1.4 Louvered windows and Jalousies. Louvered windows and Jalousles shall comply with Section 2403.5. TABLE 240620) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 GLAZING% IN GLAZED PANELS GLAZED PANELS DOORS AND ENCLOSURES SLIDING GLASS EXPOSED SURFACE STORM OR GLAZING IN REGULATED BY REGULATED BY REGULATED BY DOORS PATIO AREA OF ONE SIDE OF COMBINATION DOORS ITEM I OF ITEM 6 OF TEM 5 TYPE ONE LITE DOORS (Category class) SECTION 24063 SECTION 2406.3 N 24l (Cate or y (Category class) (Category class) (Category class) (SECTIOCategory class) ass class) 9 square Feet or less 1 I No requirement I II Ii More than 9 square Feet II II II ull II II For 91: 1 square Foot = 0.09292 TABLE 24062(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z91.1 EXPOSED SURFACE GLAZING PANELS REGULATED BY GLAZING PANELS REGULATED DOORS AND ENCLOSURES REGULATED AREA OF ONE SIDE OF ITEM 'I OF SECTION 2406.4 BY ITEM 6 OF SECTION 2406.4 BY ITEM 5 OF SECTION 2406.4a ONE LITE (Category class) (Category class) (Category class) 9 square feet or less No requirement g A More than 9 square feet A A A For 51: 1 square Foot = 0.09292 a. Use is only permitted by the exception to Section 2406.2 2406.2 Impact test. IUhere required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR 1201. Glazing shall comply with the test criteria For Category I or II as Indicated In Table 2406.2(U, Exception: Glazing not in doors or enclosures for hot tube, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z91.1, Glazing shall comply with the test criteria For Class A or 8 as Indicated in Table 2406.2(2). 240re.3 Identification of safety glazing. Except as Indicated in Section 24063.1, each pane of safety glazing installed in hazardous locations shall be identified b a manufacturer's a if in lidesignation, the manufacturer or installer and y pac y g who app ad the the sarety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation Shall be Said etched, sand blasted, ceramic Fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroysd.Alabel as defined in Section 202,1 and meeting the requirements of this section shall be permitted in lieu of the manufacturer'e designation. Exceptions: I. For other than tempered glass, manufacturer's designations are not required, provided the building official approve& the use of a certificate, affidavit or other evidence confirming compliance with this coda. 2. Tempered spandrel glass is permitted to be Identified by the manufacturer with a removable paper designation 2406.3.1 Multi -pane assembliea. Multi -pane glazed assemblies having Individual panes not exceeding I square Foot (0.(09 m2) in exposed areas shall have at least one pane in the assembly marked as medicated in Section 2406.3. Other panes in the assembly shall be marked "CPS( 16 CFR 1201" or "ANSI Z91.1," as appropriate. 2406.4 Hazardous locations. The Following &hall be considered specific hazardous location& requiring safety glazing materials: I. Glazing In swinging doors except jalousies (see Section 24106.4.1). 2. Glazing in fixed and eliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing In unframed swinging doors. 5. 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 exposed edge of the glazing is less than 60 inches (1524 mm) above a standing surface. 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-Inch (610 mm) arc of either vertical edge of the door In a closed position and where the bottom exposed doles of the glazing I& less than 60 Inches (1524 mm) above the walking surface. Exceptions! 1, Panels where there is an intervening wall or other permanent barrier between the door and glazing. 2. 111hers access through the door is to a closet or storage area 3 rest (914 mm) or less in depth. Glazing In this application shall comply with Section 2406.4, Item '1. 3. Glazing In walls perpendicular to the plane of the door in a closed position, other than the wall towards which the door swings when opened, in one- and two -Family dwellings or within dwelling units in Group R-2. 1. Glazing in an Individual fixed or operable panel, other than in those locations described In preceding Items 5 and 6, which meets all of the following conditions: 1.1. Exposed area or an Individual pane greater than 9 square Feet (024 m2)2: 12. Exposed bottom edge less than 18 inchee (451 mm) above the floors 1,3. Exposed top edge greater than 36 Inches (914 mm) abovd the floor- and 1.4. One or more walking surrace(s) within 36 Inches (914 mm) horizontally of the plane of the glazing. Exception: Safety glazing For Item 1 is not required For the following installations: I, A protective bar 11/2 Inches (38 mm) or more In height, capable of withstanding a horizontal load of 50 p1r (130 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 Inches to 38 Inches (864 mm to 965 mm) above the Floor. 2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge or the glass is 25 feet (1620 mm) or more above any grade, roof, walking surface or other horizontal or sloped 3i4within 45 degrees (0.18 red) of horizontallis surface adjacent to the glass exterior- 5. Glazing In guards and railings, Including structural baluster panels and nonstructural In -fill panels, regardless of area or height above a walking surface. S. Glazing in walls and Fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following condltions are present: 9.1. The bottom edge or the glazing on the pool or spa side is lose than 60 inches (1524 mm) above a walking surface on the pool or spa side of the glazing* and 9.2. The glazing Is within 60 Inches (1524 mm) horizontally or the water's edge of a swimming pool or spa. 10, Glazing adjacent to stairways, landings and ramps within 36 inches (314 mm) horizontally of a walking surracst when the exposed surface of the glass is less than 60 Inches (1524 mm) above the plane of the adjacent walking surface. II_ Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface or the glass is loss than 60 inches (1524 mm) above the nose of the tread. Exception: Safety glazing For Item 10 or 11 is not required for the Following installations where: I. The side or a stairway, landing or, ramp which has a guard or handrail, Including balusters or in -fill panels, complying with the provisions of Sections 1013 and 1601-It and 2. The plane of the glass is greater than 18 inches (451 mm) From the railing, 2406.4.1 Exception&. The following products, materials and uses. Shall not be considered specific hazardous locations: 1. Openings In doors through which a 3-inch 06 mm) sphere Is unable to pass. 2. Decorative glass in Section 2406.4, Item 1, 6 or 1. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 5, Glass -block panels complying with Section 2101,242. 6. Louvered windows and Jalcusles complying with the requirements or Section 24035, 1. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 240oo.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. Z L) 0 o 0 N o H la W H 2 m = ll- a w j () a N In ti z.+ a U 3 qs` to \\` o'Ep� m 1. jr 0 Cn _ rn c >o* m Opin , ' at ii �hFl I i l i F lit � a •y L Z O U U W A W W a_ i I 11 w = z J LD 1- Z w as W U I- w U U r m Z l- :3: W A [r w Z _ M J W ~ N fm c' I zr*- (U U O Z W .J. LL o (U ~ l mwl o w o ii C) � C1J CY W f D z 3 �T w L S U N N `} O W0 W W Z. 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MESH REINFORCING REQUIRED TIHROUGHOUT THE CONCRETE SLAB OR SYNTHETIC FIBER REINFORCEMENT PER SECTION 1910.2 2001 FLORIDA BUILDING CODE 100.00' I I I I "5X 12" REBAR ---------�\ to 40" O.G. (TYP.) I NEW WALL / EXISTING I 1 O \\ I --WALL CONNECTION - ------- =_ - - - - - - - - - - - - ------F - 'u I I 1 li �o L- NEW WALL / EX15TIW-3 ■ WALL CONNECTION I ■ N ° to wLU I\z ■ I IN QO -0 n DA F ® I z3 z9 ■■ ■ r-- - - - - - - - - - - - - - - - - - - - -- -------T- - ■ ■ ■ ■ ■ 1 4,_$j/_4" 3' 113/16" 5, $„IS I _ � NEW WALL / EXISTING L- �i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J WALL CONNECTION 2' 4' IN ■I F O U N D A T I O N 7,1 i H 2'-9 3/Iro" AN C Ln v v N SECTION 1910 MINIMUM SLAB PROVISIONS 1910.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less than 31/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarded with joints lapped not less than 6 inches (152 mm) shall be placed between the base course or sub grade and the concrete floor slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through the floor slab. Exception: A vapor retarded is not required: 1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or other unheated facilities. 2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to occupancies in Group R-3. 3, For buildings of other occupancies where migration of moisture through the slab from below will not be detrimental to the intended occupancy of the building. 4. For driveways, walks, patios and other flat work which will not be enclosed at a later date. 5. Where approved based on local site conditions. 1910.2 Joints. Concrete slabs on ground shall be provided with joints in accordance with ACI 224.3R or other approved methods. Joints shall be designed by an architect or engineer. Exception: Joints are not required in unreinforced plain concrete slabs on ground or in slabs for one- and two-family dwellings complying with one of the following: 1. Concrete slobs on ground containing synthetic fiber reinforcement. Fiber lengths and dosage amounts shall comply with one of the following (a) Fiber lengths shall be 1/2 inch to 2 inches (13 to 51 mm) in length. Dosage amounts shall be from 0.75 to 1.5 pounds per cubic yard (0.45 to 0.89 kg/m3) in accordance with the manufacturer's recommendations. Synthetic fibers shall comply with ASTM C 1116. The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested by the building official; or, (b) Fiber length shall be from 1/2 inch to 2 inches (13 mm to 51 mm) in length, monofiloment or fabricated. Dosage amounts shall be from 0.5 to 1.5 pounds per cubic yard (0.30 to 0.89 kg/m3) to achieve minimum 40 percent reduction of plastic shrinkage cracking of concrete versus a control mix in accordance with ICBO AC32. Independent test results using minimum (6) test specimens shall be provided to the building official showing compliance with ICBO A32. Synthetic fiber shall comply with ASTM C 1116, Paragraph 4.1.3, Type III. The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested by building official. 2. Concrete slabs on ground containing 6 x 6 W1.4 x W1.4 welded wire reinforcement fabric located in the middle to the upper one-third of the slab. Welded wire reinforcement fabric shall be supported with approved materials or supports at spacings not to exceed 3 feet (914 mm) or in accordance with the manufacturer's specifications. Welded plain wire reinforcement fabric for concrete shall conform to ASTM A 185, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete Reinforcement. P ��R�I AID ALL CMU WALLS CONSIDERED SHEAR WALL ■ CELL POURED SOLID w/ (1)*5 FROM FTG. TO BOND BEAM - • CONTROL JOINT (SAW GUT) 100.00, FINISHED FLOOR ELEVATION (ASSUMED DATUM) Y TIE MAX BOLTS a 6'-O" O.G. 8 12" FROM ANY CORNER B WINDOW OR DOOR OPENING LOCATIONS THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IF A LESS 501L BEARING CAPACITY EXISTS, OBTAIN THE ENGINEER'S RESPONSE BEFORE POURING FOUNDATION FOOTING, AS FOUNDATION REVISIONS WILL BE REQUIRED . SECTION 1816 TERMITE PROTECTION 1816.1 Termite protection. 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. See Section 202, Registered Termiticide. 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." IS16.1.1 IF soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the Foundation perimeter shall be done after all excavation, backfilling and compaction is complete. I81(o.1.2 IF soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. 1816.1.3 IF soil treatment is used For subterranean termite prevention, space in concrete floors boxed out or Formed for the subsequent installation of plumbing traps, drains Or any other purpose shall be created by using plastic or metal permanently placed Forms or sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. 1816.1.4 IF soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall dilution. IF rainfall occurs before vapor retarder placement, retreatment is required. Any work, Including placement of reinforcing steel, done after chemical treatment until the concrete Floor is poured, sha I I be done in such manner as to avoid penetrating or disturbing treated soil. 1816.1.5 IF soil treatment is used For subterranean termite prevention, concrete overpour or mortar accumulated along the exterior Foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance vertical penetration or the chem I ca 19, 1816.1,6 If soil treatment is used For subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within i foot (3O5 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. 1816.1.7 if a registered termiticide Formulated and registered as a bait system is used For subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply± however, a signed contract assuring the installation, maintenance and monitoring OF the baiting system for a minimum of 5 years from the issue of the certificate of occupancy shall be provided to the building official prior to the pouring OF the slab, and the system must be installed prior to Final building approval. if the baiting system directions for use require a monitoring phase prior to installation or the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. 1816.lb IF a registered termiticide Formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816.1.1 through 1816.1.E do not apply. Application of the wood -treatment termiticide shall be as required by label directions For use, and must be completed prior to Final building approval, Changes in framing or additions to Framing in areas OF the structure requiring treatment that occur after the initialwood treatment must be treated prior to final building approval. 1816.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be OF cellulose -containing materials. IF soil treatment is used forsubterranean termite protection, the sleeve shall have a maximumwall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non -corrosive clamping device to eliminate the annular space between the Pipe and the sleeve. No termiticides shall be applied inside the sleeve. ENGINEEFZ5 MOTE & (1.) ALL WORK TO BE DONE ACCORDING TO 2010 FLORIDA BUILDING CODES (2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 105F. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. (3J IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. (4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. (5.) CONCRETE MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 26 DAYS. ALL CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI. (6.) SLAB ON FILL INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH. (IJ LUMBER 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN, 3, ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5, SIZES ARE NOMINAL. ACTUAL 51ZE5 SHALL CONFORM TO AMERICAN LUMBER STANDARD P5 20-70. ro. M015TURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19 OR LESS AT THE TIME OF INSTALLATION. (8.) TERMITE TREATING SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF BEYOND THE PERIMETER LINES OF THE BUILDING. (9d ALL STEEL SHALL BE 40 K51 WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE RE BAR, (10.) 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5-016D COMMONS 16" O.G. TO MEET LOADS AS INDICATED. (I1.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. (12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. W O z U 0 a � m N o H Q W �y+ W DC m i H a w I Z o N O N ti 0 ff z .+ 3 .0 I � _ W c 0ga- U` W'o �I g R z R U w A U W 0 IL d ?L V M �M a N r sCD � N tV 3 � v UL M LO LO ■� N 14 EL > o! d a z W < U C] Ld W = z J z W z W W W W F El(�J z w z z ❑ � w I (y 3 oo -' CD a 0� � a. (U n A w L7 z LV0 f Z Li zbi 3 Li O z W J z W T Unil 0 W0 W W w 0, z t a'> < " ' o,za ^m 0110 W - J " W X60-0ko WZ6 JZNWI\ z_ T i z J - W N 0��?s zw Q � zm z o L z O -W �� En Z( yW g0�,0INJ9D WW n� Z O JOX�Sv QWm(�ArI i LL 0 JOQ0 SECTION 1816 TERMITE PROTECTION 1815.1 Termite protection, Termite protection shall be provided by registered termiticides, including soil—opplied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite protection lobe Ied for use as a preventative treatment to new construction. See Section 202, Registered Termiticide. 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 stotement: "The building has received a complete treatment for the prevention of sub ter roneon termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." 1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. 1815.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. 1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. 1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. 1815.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance vertical penetration of the chemicals. 1816.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sidewolls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. 1816.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 1816,1,1 through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the certificate of occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. 1816,1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816,1.1 through 1816.1.6 do not apply. Application of the wood —treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. Changes in framing or additions to framing in areas of the structure requiring treatment that occur after the initial wood treatment must be treated prior to final building approval. 1816.2 Penetration. 1816.2.1 Protective sleeves around metallic piping penetrating concrete slab —on —grade floors shall not be of cellulose —containing materials. 1816.2.2 If soil treatment is used for subterranean termite protection, the protective sleeve shall meet the following minimum requirements: 1. The sleeve shall have a nominal thickness of 0.025 inch. 2. The sleeve shall be sized for the pipe. 3. The sleeve shall be sealed within the slab using a noncorrosive mechanical clamping device to eliminate the annular space between the pipe and pipe sleeve. 8"x 8"x 16" C.M.U. 3/16" x 1-3/4" TAPCON FASTENERS INTO CONCRETE BLOCK ADI-IESIvE SEALENT BOTH SURFACES PRIOR TO ATTACHING BUCK TO GONG, BLK. 1/2" DRYWALL I" P.T. S"x I" SELF THREADING PHILLIPS FLAT HEAP CADMINUM PLATE SCREWS 24" O.G. MAX. WITHIN 4" OF CORNER 3/1(o"x 1-3/4" TAPGON FASTENERS INTO CONCRETE BLOCKS CAULKING MARBLE STOOL 1/2" DRYWALL ON Ix 3 P.T. FURRING -0 IV' O.C. PRECAST SILL S"x 8"x 1(0 " C.M.U. UJINDOUJS DOOR 4 WINDOW ATTACHMENT DETAILS EXISTING ROOF TRUSSES / / / R-30 INSUL.0"IINJ 1/2" EXT. GYPSUM BRD. / I TOP COURSE S"X 8" X I6" GONG. "U" BLOCK \ \ \ I I FILLED W/GONG. RE-INF. W/1 #5 REBAR o f GONT. TEXTURED STUCCO OVER CMU'S TOP COURSE 8"X0"X1(" GONG. K.O. BLOCK W/ POURED GONG. 4 • • 1-05 REBAR CONT. PRECAST GONG. LINTEL or POWERS STEEL LINTEL W/ 05 POURED SOLID aM. WINDOW RBLE SILL =CAST GONG. SILL 05 DWL. tu/ 10" IL Z STD. HOOK J � _Z N (2)05 REBAR GONT. (3" MIN. COVER) PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE OR275A 16-24 "-DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO IC " - LUMBER ONLY BLOCKING (2x4) FLAT WI5E OR ENDWISE ON THE 51DE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES. SHINGLES PER SPECIFICATIONS (tu/ to FASTENERS PER SHINGLE) OVER #30 ROOFINGS FELT ON 5/8'' PLYWOOD OR OSB W/H-CLIPS ON PRE-ENGINEERED WOOD TRU55E5 G 24"O.C. (FOR NAILING SCHEDULE SEE SHEET 52C) AT EACH CORNER 4 - SPACING SHOWN ON FOUNDATION PLAN, �Q POUR 4 FILL BLK. CELL VERTICALLY W/1 05 REBAR CONT. TIED TO TOP COURSE REBAR 4 TO STEEL IN FTG. 1/2" GYPSUM DRYWALL OVER 2" P.T. FURRING 1@ 1(o" O.C. W/3/4" EXP. POLYSTYRENE INSUL. BETWEEN FURRING OR rFOIL INSULATION 8 X S X 16 CONCRETE BLOCKS W/ HORIZONTAL LADDER RE-INF. a 16" O.C. IN SHEAR PANELS ,,;,,, F.F. E LEV. ------------- 3000 PSI CONC. (o"x (o"x 10/10 E.W.W. MESH RE NFORCING REQUIRED ' THROUGHOUT THE CONCRET SLAB OR FIBER MESH PER SECTION 1911.2, 2004 FLORIDA BUILDING CODE. (o MIL. VAP. BARRIER ,-, I I I TYPICAL WA CT SON SEE ELEVATIONS FOR ROOF SLOPE 0 W R 0 HURRICANE ANCHORS R- I9 IN5UL.(1`1IN.) ° v (SEE ROOF PLAN) a 0 M GLCS.I-4GT. 0 0 lap H 5/6" DRYWALL CLG. W y TOP COURSE S"X 8" Isv- 4" STUCCO ON ( X Igo" GONG. "U" BLOCK Y CSALV. LATH ON FILLED W/GONG. ALUM. DRIP EDGE m #15 FELT IRE-INF. W/1 #5 REBAR GONT. d SCREEN z a M N O 2" PL WOOD VENT AT EACH CORNER 4 a I &PACING SHOWN ON °z .. FOUNDATION PLAN, POUR 4 FILL BLK. CELL VERTICALLY W/1 05 REBAR CONT. TIED TO r TOP COURSE RE BAR 4 1'-01' 4" TO STEEL 1N FTG. � ��pMAS 41 o •' � -4e .31 oil z � U � d .- t 4L- E 't TEXTURED STUCCO OVER CMU'S ( � N M aLL N 1/2" GYPSUM DRYWALL E OVER 2" P.T. FURRING t le," O.C. W/3/4" EXP. t N POLYSTYRENE INSUL. ii N BETWEEN FURRING OR 3 0 rFOIL INSULATION = Y d � aXaXI6CONCRETE vL m #5 DWL. I BLOCKS W/ HORIZONTAL w/ 10" Z LADDER RE-INF. 6 I(o" U ;Q N STD. NOOK O.C. IN SHEAR PANELS W m U a-A �Wj U W W N I Q U Im 3 F.F. ELEv. o' W = W 3000 PSI CONC. z ~ Z W (o"x 6"x 10/10 E.W.W. MESH RE NFORCING REQUIRED THROUGHOUT THE CONCRETE SLAB OR FIBER MESH W = PER SECTION 19112, 2004 FLORIDA BUILDING CODE. V W (2)05 REBAR CONT.__/_ U (3" MIN. COVER) r (o MIL. VAP. BARRIER as z � � w A T`rP I CAL LUALL SECT I ON 0 A r (U I z o W Z � (U S"x8" CMU BOND BEAM Li/1-05 REBAR � W 0 cu CONTINUOUS, FILLED SOLID WITH A GROUT Z Ce W Ca L� A. a 41 W • Pq Cu a . as A • .- • - a ed LD O w (') - . 4.. v N fU 130' STANDARD .a a d:- a z z HOOK 10'' MINIMUI" I Lj W Z 3 (TYPICAL) as � W a V w N #5 REBAR IN VERTICAL GROUT FILLED CELL STET= DOWN TIE BEA„I DETA L W L.t_ W W ;N _J W M Q Z Q r�m W "' ORJ w w X a- 'a V)(V �ZLLJ NZ� M�a^WN WO z ���? _JW z Zm0. z oz U —W Z to U3 U) Q WZW O pt toN N ZcOp� �t I OA s Z 'K JO o e055 T i N LL 2 a W N LID O J O a HWO_�� d H A z O o U a c C3 PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER ° TECHNICAL NOTE *R215A fro-24 "-DOUBLE PLY CLIP THE SIDE W ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO 1(o" - LUMBER ONLY BLOCKING (2x4) FLAT W15E OR ENDWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE SEE ELEVATIONS oe REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS FOR ROOF SLOPE - LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH m = PANEL EDGES. ~ SHINGLES PER SPECIFICATIONS (w/ ( a FASTENERS PER SHINGLE) OVER #30 o o a ROOFING FELT ON 5/5" PLYWOOD OR �_ q" OSB W/H-CLIPS ON PRE-ENGINEERED o WOOD TRUSSES o 24"O.C. (FOR NAILING Z '' SCHEDULE SEE SHEET 52G) �o d � L N HURRICANE ANCHORS (SEE ROOF PLAN)"; 0 0 I/2" EXT. GYPSUM BRD. _ * w 4 = a , im'R� �-" STUCCO ON POND BEAMi/�\ ALUM. DRIP EDGE GALV. LATIN ON 0a.� *15 FELT 4 a) SCREEN all CMU L N PLYWOOD VENT PRE - STRESSED CON. LINTEL H� N = Lo to M CL11411 LL O L 2" STEEL COLUMN v N L �C BOND BEAM d W/0) *5 U 0 A F c r- S" CMU u L0 0 ,� N o a CL u a W ~ WLLj 2 J Q d U 4 PRE -STRESSED CON. LINTEL W z J z w } w U = Y J 1 PORTM COCHMME DETAIL W U I� r Z t2 w n z L _ w ra r (U Q I z z 3 � ¢ CLl u Q w p LD a z z w -j a w W pq o (ZJ Z [" m wl I-- I 3 iw-f oLd o O A n ■ (U z w zZZ 3 z w z = L N W V7 Ll `r 0 W WLil O J W O� I� z �ZMN o _ � c" n J La - w (�mw xon-viL W WZ Z NN T I O �r i Z <a^Z WN J � W L5 U t._ L, Ax Z "d Z m z QZ O —� U) w Z ^ !�Z o � v Z Z (D pa zWW =�rIJ�N Z LL }} I O )aoU FN W n 04 WN Ll 0�OQu'1 �wao� TABLE 2304.9. 1 FASTENING SCHEDULE a R502.5 Allowable girder spans. The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables R502. 5( 1) and R502. 5(2). TABLE R502. 5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce-pine-firb and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZE Building widthc (feet) 20 28 36 SPAN NJd SPAN NJd SPAN NJd Roof and ceiling 2-2x4 3-6 1 3-2 1 2-10 1 2-2x6 5-5 1 4-8 1 4-2 1 2-2x8 6-10 1 5-11 2 5-4 2 2-2x10 8-5 2 7-3 2 6-6 2 2-2x12 9-9 2 8-5 2 7-6 2 3-2x8 8-4 1 7-5 1 6-8 1 3-2x10 10-6 1 9-1 2 8-2 2 3-2x12 12-2 2 10-7 2 9-5 2 4-2x8 9-2 1 8-4 1 7-8 2 4-2x10 11-8 1 10-6 1 9-5 2 4-2x12 14-1 1 12-2 2 10-11 2 Roof, ceiling and one center -bearing floor 2-2x4 3-1 1 2-9 1 2-5 1 2-2x 6 4-6 1 4-0 1 3-7 2 2-2x8 5-9 2 5-0 2 4-6 2 2-2x10 7-0 2 6-2 2 5-6 2 2-2x12 8-1 2 7-1 2 6-5 2 3-2x8 7-2 1 6-3 2 5-8 2 3-2x10 8-9 2 7-8 2 6-11 2 3-2x12 10-2 2 8-11 2 8-0 2 4-2x8 8-1 1 7-3 1 6-7 2 4-2x10 10-1 1 8-10 2 8-0 2 4-2x12 11-9 2 10-3 2 9-3 2 Roof, ceiling and one clear span floor 2-2x4 2-8 1 2-3 1 2-0 1 2-2x6 3-11 2 3-3 2 2-11 2 2-2x8 5-0 2 4-2 3 3-9 2 2-2x10 6-1 2 5-1 3 4-7 3 2-2x 12 7-1 3 5-10 3 5-3 3 3-2x8 6-3 2 5-2 2 4-8 2 3-2x10 7-7 2 6-4 2 5-8 2 3-2x12 8-10 2 7-4 3 6-7 2 4-2x8 7-2 1 6-0 2 5-5 2 4-2x10 8-9 2 7-4 2 6-7 2 - 4 2x12 - 10 2 2 - 8 6 2 - 7 8 2 Roof, ceiling and two center -bearing floors 2-2x4 2-7 1 2-3 1 2-0 1 2-2x6 3-9 2 3-3 2 2-11 2 2-2x8 4-9 2 4-2 2 3-9 2 2-2x10 5-9 2 5-1 2 4-7 3 2-2x 12 6-8 2 5-10 3 5-3 3 3-2x8 5-11 2 5-2 2 4-8 2 3-2x10 7-3 2 6-4 2 5-8 2 3-2x12 8-5 2 7-4 2 6-7 2 4-2x8 6-10 1 6-0 2 5-5 2 4-2x10 8-4 2 7-4 2 6-7 2 4-2x12 9-8 2 8-6 2 7-8 2 Roof, ceiling and two clear span floor 2-2x4 2-1 1 1-8 1 1-6 2 2-2x6 3-1 2 2-8 2 2-4 2 2-2x8 3-10 2 3-4 2 3-0 3 2-2x10 4-9 2 4-1 3 3-8 3 2-2x12 5-6 2 4-9 3 4-3 3 3-2x8 4-10 2 4-2 2 3-9 2 3-2x10 5-11 2 5-1 2 4-7 2 3-2x12 6-10 2 5-11 3 5-4 2 4-2x8 5-7 2 1 4-10 1 2 1 4-4 2 4-2x10 6-10 2 5-11 2 5-3 1 2 4 2x12 7 11 2 6 10 2 6 2 3 TABLE R502. 5(2) GIRDER SPANSOAND HEADER SPANSa FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRb AND REQUIRED NUMBER OF JACK STUDS) GIRDERS AND HEADERS SUPPORTING SIZE Building widthc (feet) 20 28 36 SPAN NJd SPAN NJd SPAN NJd One floor only 2-2x4 3-1 1 2-8 1 2-5 1 2-2x6 4-6 1 3-11 1 3-6 1 2-2x8 5-9 1 5-0 2 4-5 2 2-2x10 7-0 2 6-1 2 5-5 2 2-2x12 8-1 2 7-0 2 6-3 2 3-2x8 7-2 1 6-3 1 5-7 2 3-2x10 8-9 1 7-7 2 6-9 2 3-2x12 10-2 2 8-10 2 7-10 2 4-2x8 9-0 1 7-8 1 6-9 2 4-2x10 10-1 1 8-9 1 7-10 2 4-2x12 11-9 1 10-2 2 9-1 2 Two floors 2-2x4 2-2 1 1-10 1 1-7 1 2-2x6 1 3-2 2 1 2-9 2 2-5 1 2 2-2x8 4-1 2 3-6 2 3-2 2 2-2x10 4-11 2 4-3 2 3-10 3 2-2x12 5-9 2 5-0 3 4-5 3 3-2x8 5-1 2 4-5 2 3-11 2 3-2x10 6-2 2 5-4 2 4-10 2 3-2x12 7-2 2 6-3 2 5-7 3 4-2x8 4-2 2 5-3 2 4-8 2 4-2x10 7-2 2 6-2 2 5-6 2 4-2x12 8-4 2 7-2 2 6-5 2 For S1: 1 inch = 25.4 mm, 1 foot=304.8mm a, Spans are given in feet and inches. b. Tabulated values assume ##2 grade lumber, c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. d. NJ - Number of required to support q r uds ack s jack each end. Where the number of t required jack studs equals one, the header is permitted to be supported by an approved framing anchor attached to the full -height wall stud and to the header. R502, 2.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where supported on a 1-inch-by-4-inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. R502.2.6. 1 Floor systems IRC R502.6. 1 . Joists framing from opposite sides over a bear in support Y [ 1 9 PP 9 PP shall to a minimum of 3 inches 76 mm and shall be nailed together with a minimum three 10d face P ( ) 9 nails. A wood or metal splice with strength equal to or greater than that provided by the nailed lap is permitted. R502, 2, 6. 2 Joist framing [ [RC R502. 6, 2]. Joists framing into the side of a woad girder shall be supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches (51 mm by 51 mm). R502.2.7 Lateral restraint at supports [[RC R502. 7]. Joists shall be supported laterally at the ends by full -depth solid blocking not less than 2 inches (51 mm) nominal in thickness; or by attachment to a full -depth header, bond, or rim joist, or to on adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. Exception: Reserved. R502.2.7. 1 Bridging [IRC R502. 7. 1]. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm) shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists at intervals not exceeding 8 feet (2438 mm). R502.2.8 Drilling and notching [IRC R502. 8]. Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. See Figure R502.2.8. R502.2.8.1 Sawn lumber[IRC R502.8.1]. Notches in solid lumber joists, rafters and beams sholI not exceed one -sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the member, Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch. R502,2,8.2 Engineered wood products [IRC R502.8,2]. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue -laminated members or ]-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are s ecificall considered in the desi n of the member b o re istered desi n rofessional ROOF 5HEATHIN6s FASTENING SCHEDULE abcd,e 86 Common (C.131 x 2-112 inches) or Ring -Shank (0.135 X 2-1/2 inches) (Except Where Noted) for Exposure B, Enclosed 15uildings, Roof Framing Spaced 24 inches o.c. or Less Roof Fastening Zone Overhang Wind Main Sheathing -to -Gable (eaves) Velocity Roof End -Wall Framingg (3-6econd Panel 1 2 3 2 3 2 3 Gust) Location Fastening Schedule (inches on center) Supported Panel 6 6 6 6 6 150 mph FIQ end and edges 3h Panel Field 6 4 3 4 3 Supported Panel 6 6 6 6 6 120 mph F,g end and edges 3 Panel Field 12 ro 4 6 4 Supported Panel 6 6 (0 6 6 Wmph and and edges 6 Panel field 12 12 (o 6 ro a. Specific gravity (6) of lumber and panels shall be 0.42 or greater. b. For Exposure B and a 2-Foot overhang. C. For median roof height 35 Feet or less. d. Gable wall height of 8 Feet or less from top Floor ceiling to roof peak. 6. Provide adequate uplift hardware at truss -to -wall connections. Such connections are beyond the scope of this publication. P. When wind speed is 110 mph or greater and when median roof height is between 25 and 35 feet, use Bd ring shank naIla (0.135 x 2-1/2 Inches)uithln 48 Inches of gable end walls. (IRC Table R602.3, footnote 0 g. When wind speed is 100 mph or greater, block panel edges perpendicular to gable -end -wall framing members In the first two bays of framing. Blocking shall be spaced a maximum of 4 feet o.c. (Wood Frame Construction Manual, Section 3.6.5) In. 106 ring -shank nails (0.148x 3 inches). 1. Blocking not required. ROOF FASTENING ZONES FOR WIND UPLIFT Zones 1,2 and 3 shown below Indicate areas of the roof that may have different fastening requirements - GABLE END WALL WALL LINE 3 OVERH�iNG� 3 OVERHANG= '\/3 OVERHANGn WALL LINE 2 OVERHANG z z _,- - __ __ :: :. l ::tu _ :': I a z. I L I I rl i L':.:'. II a, d I I I: II I I 11 : I1..... II . II I Q=oN ..IIII -III .._ :::: ::::G L R�OF LI:1:191: If{�II ':. NQ _W _o12 I Z.T-2: 1 II a a1: N : .. :... : j I II I i I Ii I.1.... iI . 'a .. 1 .. . I.:_ ::I 1: I I:: }I.:: { l I I1 i I: 1I ........--, -- - :.I :11- I I I i6 }3� 2:3 = ::3i 2:3: 2 2 2 OVERHANG= vE WALL LINE 3 OVERHANGa 3 rVERH4NGx 3 OVERHANG WALL LINE GsABLE END WALL Distance a=4 Ft. in most cases (10% of least building width or 0.4 times building height, whichever is smaller, but not lese than either 451. of least building width or 3 Ft.) ROOF D I APHRAM NAILING SCHEDULE (GAPLES) p Y 9 Y 9 9 P COLLAR TIE 1X(o (MIN.) EVERY R502.2.9 Fastening [[RC R502.9]. Floor framing shall be nailed in accordance with Table R602.2(1) Wh re o is and beam or rd r constr ction is used to su ort floor fromin ositive connections OTHER RAFTER 7 -mu OR LONGER e p s g i e u pp g, p shall be provided to ensure against uplift and lateral displacement. For SI: 1 Inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2. R502.2. 10 Framing of openings [IRC R502. 10]. Openings in floor framing shall be framed with a header a. Spans are given in feet and inches. and trimmer joists. When the header joist span does not exceed 4 feet (1219 mm), the header joist may b. Tabulated values assume #2 grade lumber, be a single member the some size as the floor joist. Single trimmer joists may be used to carry a c. Building width is measured perpendicular to the ridge. For widths between single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing. those shown, spans are permitted to be interpolated. When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be d. NJ - Number of jack studs required to support each end. Where the number of doubled and of sufficient cross section to support the floor joists framing into the header. Approved required jack studs equals one, the header is permitted to be supported hangers shall be used for the header joist to trimmer joist connections when the header joist span by an approved framing anchor attached to the full -height wall stud and to the exceeds 6 feet (1829 mm), Tail joists over 12 feet (3658 mm) long shall be supported at the header by header, froming anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm). e. Reserved. R502.3 Design and construction where wind speed is 100 mph or greater. Floor framing of light -frame wood construction shall be designed and constructed in accordance with the provisions of Section 24" MIN. LAP R30].2, 1, 1, Section R502. 1, PILASTER MAX, a # IN tl II ��� /l 3 OR 4 RE FORCING BAR #3 #4 LAP SPLICE 25" MIN. LAP -`#5 REINFORCING BAR #rp LAP SPLICE Ic���l■idl���•� -ro I�>=iivrvl�t.ii�c3 Pf I� #6 LISP SPLICE 4.1)" MIN I LP i LAP SPL 1 CE •5 REINFORCING BAR STD. 'BOO BEND RE 5AR SPL I C 1NIS 4 LAP DET41 L YORT I CAL RE INFORIS TENTS SCHEDULE 1" ASONR1' 6' PLATE HEIGHT a'-O" O.C. 10' PLATE HEIGHT _ (o' -O" O.C. 12' PLATE HEIGHT = 4'-0" O.C. "A" 14' PLATE HEIGHT = 2'-O" O.C. MAX. / PILA5TER5 0 10'-0" O.G. AT EACH CORNER 4 BOTH 61DE5 OF DOORS 4 WINDOW& OPENING6 (OVER 5'-O"). BEFORE s AFTER SHEARWALL SEGMENTS, $ (2) BARS EA. SIDE OF OPENING: OVER 12'-0" G.M.U. WALL CORNER CONT IN I T1' 4 WALL REINFORCEMENT BLOCKING BELOW RIDGE 25" MIN_ LAP JE L R 2X6 VERTICAL SCAB OR <NEEUUALL MID -POINT IN RAFTER LU/ RA1=TER SPAN LENGTH GREATER THAN 14 FT OR LONGER, CONN LU/ 4-10d NAILS AT TOP 8 HURRICANE CLIP e 80TTOM. 2X(o (MIN.) NO. 2 YP SIMPSON L6TA12 VALLEY' FRAMING (T`I'f=. (OR EQUAL 2X8 NO. 2 SPF r PL�'LUOOD SHEATHING RIDGE BOARD (4) 10d e RIDGE BOARD END TRUSSES BELOLU SHEATHED PRIOR TO VALLE*' FRAMING INSTALLATION OR &'-0" O.C. TOP CHORD SI{" IPSON LSTA12 STRAP OR SII" 1PSON 422 TIE EA. RAFTER UU/ 10-106 NAILS C TYPJ 2X9 CONT. UJ/SLEEPER, CLIPPED OR STRAPPED TO TRUSS BELOLU Y F R 4M 1 NG DET4 1 25" MIN I LIP FOOTING 4 STEMWALL RE INFORCEI" SENT IEL R CONNECTION FASTENINGo,m LOCATION 1. Joist to sill or girder 3-8d common (2 1/2" x 0.131") 3-3" x 0.131" nails toenail 3-3" 14 gage staples 2. Bridging to joist 2-8d common (2 1/2" x 0, 131") 2-3" x 0.131" nails toenail each end 2-3" 14 gage staples 3. 1" X 6" subfloor or less to each joist 2d-8d common (2 1/2" x 0.131") face nail 4. Wider than 1 X 6 subfloor to each joist 3d-8d common 2 1/2" x 0.131" face nail 5. 2 subfloor to joist or girder 2d-15d common 3 1/2 x 0.162 blind and face nail 6. Sole plate to joist or blocking 16d (3 1/2" x 0. 135")at 16" o. c, 3" x 0. 131" nails at 8" o. c. typical face nail 3" 14 gage staples per 12" Sole plate to joist or blocking at braced wall panel 3-16d (3 1/2" x 0.135")at 16" 4-3" x 0. 131" nails at 16" o.c. braced wall panels 4-3" 14 qaqe staples per 16" 7. Top plate to stud 2 - 16d common 2-16d common 3 1/2 x 0.162 3-3" x 0. 131" nails end nail 3-3" 14 gage staple 8. Stud to sole plate 4-8d common 2 1/2 x 0. 131) 4-3" x 0. 131' nails toe no i l 3-3" 14 gage staples 2-16d common (3 1/2" x 0.162" 3-3" x 0.131" nails end nail 3-3" 14 gage staples 9. Double Studs 16d 3 1/2" x 0. 162 at 24 0. c. 3" x 0. 131" nails at 8" o.c. face nail 3" 14 gage staple at 8" o. c. 10. Double top plates 16d 3 1/2" x 0. 135 at 16 0. c. 3" x 0.131" nails at 12" a. c. typical face nail 3" 14 gage staple at 12" o.c. Double top plates 8-16d common (3 1/2" x 0.162" 12-3" x 0.131" nails lap splice 12-3" 14 gage typical face nail 11, Blocking between joists or rafters to top plate 3-8d common (2 1/2" x 0, 131") 3-3" x 0. 131" nai. is toe nai 1 3-3" 14 gage staples 12, Rim joist to top plate 8d (2 1/2" x 0. 131") at 6" a. c. 3" x 0. 131" nails at 6" o. c. toe nai 1 3" 14 gage staples at 6" o.c. 13. Top plates, laps and intersections 2-16d comma 3 1/2 x 0.162 wT 3-3" x 0. 131' nails face nail 3-3" 14 gage staples 14, Continuous header, twop ieces 16d common 3 1/2" x 0.162" 16" o.c. along edge 15. Ceiling joists to plate 3-8d common 2 1/2 x 0.131 5-3" x 0. 131' nails toe nai 1 5-3" 14 ciage staples 16. Continuous header to stud 4-8d common 2 1/2" x 0,131" toe nail CONNECTION FASTENING°'m LOCATION 17. Ceiling joists, laps over partitions 3-16d common 3 1/2 x 0, 162 min, (see Section 2308. 10.4. 1, Table 2308. 10.4. 1) Table 2308. 10.4. 1 face nail 4-3" x 0. 131" i nals 4-3" 14 gage staples 18. Ceiling joists to parallel rafters 3-16d common (3 1/2" x 0, 162")min, (see Section 2308. ID. 4. 1, Table 2308. 10.4. 1) Table 2308. 10.4. 1 face nail 4-3"x 0. 131" nails 4-3" 14 gage staples 19. Rafter to plate 3-8d common (2 1/2 x 0.131 (see Section 2308. 10. 1, Table 2308, 10. 1) 3-3" x 0. 131" nails toe nail 3-3" 14 gage staples 20. 1 diagonal brace to each stud and plate 2-8d common 2 112x 0.131 2-3" x 0. 131n a i I face nail 2-3" 14 gage staples 21. 1 x 8" sheathing to each bearing wall 3-8d common 3 1/2 x D.162' face nail 22. Wider than 1'X 8 sheathing to each bearing 3-8d common 3 1/2 x D.162 ) face nail 23. Built-up corner studs 16d common( 3 1/2" x 0. 162") 24" a, c. 3" x 0.131" nails 16" a. c. 3" 14 gage staples 16" o, c. 24. Built-up g i r der and beams 20d common (4" x 0. 192) 32 0. c. f 3" x 0.131" nail at 24" a. c. face nail at top and bottom 3" 14 gage staple at 24" o,c, staggered on opposite sides 2-20d common (4" x 0. 192" ) 3-3" x 0.131" nails face nail at ends and at each 3-3" 14 gage staples splice 25. 2 Tanks 16d common 3 12 x 0.162 at each bearing 26. Collar tie to rafter 3-10d common 3' x 0,148" 4-3" x 0. 131" nails face nail 4-3" 14 qoqe staples 27. Jack rafter to hip 3-10d common 3 x 0.148 4-3" x 0. 131" nails toe no i t 4-3" 14 gage staples 2-15d common (3 1/2" x 0.162") 3-3" x 0.131" nails face nail 3-3" 14 coge staples 28. Roof rafter to 2-by ridge beam 2-16d common (3 1/2" x 0.162") toe nail 3-3" x 0. 131" nai Is 3-3" 14 gage stoples 2-16d common (3 1/2" x 0.162") 3-3" x 0.131" nails face nail 3-3" 14 gage staples 29. Joist to band joist 3 - 16d common (3 1/2" x 0.162" face nail 5-3" x 0. 131" nails 5-3" 14 gage sta les 30. Ledger strip 3 - 16d common 3 1/2 x 0.162 4-3" x 0.131" nails face nail 4-3" 14 gag e s to l es 31. Wood structural panels and particleboard: b 1/2" and 6dc, 1 Subfloor, roof and wall sheathing (to framing): less 2 3/8"x 0.113" Wolin 1 3/4" 16 gaged 15/32"in to 8d common (roofs in 19/32 q 1 10-140 mph (Exp. B) 19/32 to 3/4" 6 inch o.c. edges and 8dd or Ede intermediate. 4 inch o, c. at 2 3/8"x 0.113 no11P component and cladding edge 7/8" to 1' 2" 16 a eP g g strip #3 (referto Figure 8dc 6-3 of ASCE 7) Single Floor (combination subfloor-underloyment 1 1/8" to 110dd or 8de to framing): 1/4„ 3/4" and Ede less 7/8" to 1" 8de 1 1/8" to 110dd gde 1 /4" or 32, Panel siding to framing) 112" or less 6df 5/8" 8df 33. Fiberboard sheathing: g 1/2" No. 11 gage roofing nailh 6d common nail (2"x 113") No. 16 gage stapler No. 25/32" 11 gage roofing nailh 8d common nail (2 1/ "x 0. 131") No. 16 gage stapler 34. Interior paneling 1/4" 4dr 3/8" 6dk For SI: 1 inch = 25.4 mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For noiIIng of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2' x o. 113' ; 8d - 21/2' x 0. 131' ; 10d - 3' x 0. 148' ). d. Common (6d - 2' x 0, 113' ad - 21/2' x D. 131' ; 10d - 3' x 0. 148' ). e. Deformed shank (6d - 2' x 0. 113' ; 8d - 21/2' x 0. 131' ; lod - 3' x 0. 148' ). f, Corrosion -resistant siding (6d - 17/8' x 0, 106' 8d - 23/8' x 0, 1282) or casing (ad - 2' x 0.099' 8d - 21/2' x 0, 113' ) nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and 1 3/4-inch length for 25/32-inch sheathing. i. Corrosion -resistant staples with nominal 7/16-inch crown and 1 1/8-inch length for 1/2-inch sheathing and 1 1/2-inch length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked), j. Casing (21/2' . 0.0802 ) or finish (21/2' x 0.072' ) nails spaced 6 inches on panel. edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails (21/2' x 0,113' ) are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch, n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fosteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches an center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. H W R to Z V 0 a.r 0 N m w o C3 � a W y m = •11• W � Z o N O W z 1. T � N L M >iIifM IL LL N " _ Os s4) v N 3� v = Y 40 r- v O CLL ic .- ■� N �I z w J oz Cu w r r, El f W M 0 o N EL cU LJ w Z Z ZEl 3 W J IE W Q (� (7 U w W Li > 0 Ln J w Z0 Z M N w m z o;V)J J N ug w MO (nLo w 6 �z�(2 WZ EN �w Jw ���z z Z m Z 0 - ? O^ Ww z 2 coo W Z w o -t r=� ,n r co Z to pa <Y taNJW J M�win z O a,in fd wN Trn1 i L.L ��wJ C? N aon SUS SFS-OB/iT SFS-05/2T SFS-115/1T SF8-15/2T 'Y.'�t �,. :(�y.a �•'4 `.. �;�t: r''t. r• -.f iF' r1 .. A• -•J .1• s.1• r:J: 1' ••1- i :J .1• ,1.1• �.1• `I.1' i !S. iy''w�: �•,:... 4' . ,} j.i ..• .ij,'i •. rd.': ; • ii.`• : fY-' :'•< ,i.'' p ty-'• c. 13.'... .. 8F12-05/IT 8F12-05/2T &F12-15AT 8F12-15/2T SF20-05/IT 8F20-05/2T 6F20-15/1T 6F20-15/2T SF28-05/IT 8F28-05/2T 6F28-15/IT SF26-15/2T . P; � •i.. �y, .. may.. '•. ,'t :'r• ..'t-: !. ;}t '.. • .�1 !. '? .rY . !. 't :•.. •:, .(t f• l•'1%p .'K. 1'r. �'t •�y.:. '=s;:. '-.u: • fir:. '•'y: � '-:.v:. "=ae: � ;•v:. ':•v: •.. • • • r • • • • • • • • • • • • • • • • • • • • SF16-05/1T SF16-05/2T 8F16-15/IT SFI(o-15/2T SF24-05/IT 8F24-013/2T SF24-15/1T SF24-113/2T SF32-05/IT 8F32-05/2T SF32-15/1T SF32-15/2T FW1 8RU6 8RF6 - 05/IT 8RF6 -05/2T 8RF6 -15/1T 8RF6 -15/2 T Nam mn"n NWA 8RF10-I5/2T 8" LINTEL SECTIONS OWN ME Ems 0 0 NON MEN mom E mom 0 0 0 M "V ii U1W 8" RECESSED LINTEL SECT IONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT T LENGTH YPE 8U8 8F8—OB BF12—OB 8F16-0B 8F20—OB 8F24—OB 8F28-08 8F32-08 8F8-1B 8F12-18 8F16-1B 8F20-113 8F24-18 8F28-16 8F32-113 2'-10' (34') PRECAST 2231 3069 4605 5113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0- (48') PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 „ 5 -4 (64) PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 7342 s 8733 u 10127„ 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 pe 6036 ,9 7181 ,9 8328 6'-6" (78") PRECAST 908 1238 2177 M80 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039004 8825114 7'-6" (900) PRECAST 743 1011 1729 2632 2205 2698 391 3685 1011 1729 2661 3898 5681 8467 6472 qa 9'-4" (112') PRECAST 554 699 1160 1625 2564 3456 2818 3302 752 1245 1 1843 2564 3486 4705 6390 , 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 47541�y 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 28M 471 755 1075 1428 1838 2316 2883 14'-0" (168') PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 1 2127 2630 14'-8" (176") PRESTRESSED N•R. IR NR NR 51 NR 58 783 1370 1902 2245 2517 2712 15'-4"(184") PRESTRESSED N,R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4"(232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4"(256') PRESTRESSED NR NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0"(264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0"(288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 e e 2 E W O W L 0W M CAST-CRETE HiGH STRENGTH PRECAST LINTEL FILLED WITH GROUT SAFE LATERAL LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF LENGTH TYPE 8U8 8F8 CMU* 2'-10" (34') PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90') PRECAST 424 534 357 9'-4" (112' PRECAST 326 512 227 10'-6'(126') PRECAST 284 401 178 11'-4"(136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160') PRECAST 217 324 109 14'-0"(168' PRECAST 205 293 98 14'-8"(176") PRESTRESSED N•R• 284 89 15'-4"(184' PRESTRESSED N.R. 259 82 17'-4"(208') PRESTRESSED N.R• 194 63 19'-4" (232' PRESTRESSED N.R. 148 51 21'-4"(256-) PRESTRESSED N.R. 125 42 22'-0" (264') PRESTRESSED N • R, 116 39 24'-0" (288') PRESTRESSED N.R. 91 33 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 GR40 FIELD ADDED REBAR. *=6*WN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T SF24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T BF20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10-(34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42') PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 5591 6613 7636 4'-0" (48') PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 2949 3607 4265 4924 5'-10' (70') PRECAST 909 1492 2093 2694 3295 1 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78') PRECAST 835 , 1340 18W 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90') PRECAST 727 1021 1634 210211 2571 3039(q.3506 727 1166 1634 2102 2571 3039 3508 9'-4" (112') PRECAST 591 680 1133 1471 , 1811 s 2152 2494 1s 591 851 1326 1705 2084 2463 2842 10'-6" (126') PRECAST 530 552 914 , 118511 1458p 1732 200711 530 686 1183 1526 1865 2204 25" 1 V-4' (136' PRECAST 474 485 798 bb 1034p5 1272ts 1510a 1749(15) 494 599 1028 1422 1738 2053 2369 12'-0" (144' PRECAST 470 1 441 723 ,4 936 (µ) 1151ts 1366 s 1582(, 470 543 928 1349 1649 1948 2247 13'-4- (160-) PRECAST 418 10 373 606 783 1 962 µ 1141 µ 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168' PRECAST 384 ' 346 559 723 r+ 887 1s 1O52 p4 1218 , 410 420 709 1050 1434 0 1694 1954 14'-B" (176' PRESTRESSED 239 323 519 (is 671 q 823 u 976 µ 1129 1 246 390 655 968 1324 is 16251u 1874 (11) 15'-4" (184-) PRESTRESSED 224 302 485 , 626 , 767 909 1052 , 230 364 609 897 1224 1562 , 1801 1 17'-4" (208") PRESTRESSED 187 255 404 520 637 (t2 754 872 1 192 303 500 732 993 N 1268 a 1470 14 19'-4" (232') PRESTRESSED 162 222 347 „ 446 1n 546 646 (u 7461, 7 16541n Z1'-4'(256") PRESTRESSED 142 98 306 I„ 3931„ 480 1„ 6 (0 142 230 369 531 713 V 903(o 1046(1 " 22 -0 (264'� PRESTRESSED 137 192 295 , 378 a 461 , 545 a 629 1 137 221 354 508 681 861 997 (1 24'-0" (288'� PRESTRESSED 124 175 267 , 34110 416 1 4914 566 , 124 200 316 a 450 600 756(4 875 (u) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, #5 REBAR AS RE QU I RE D (2 MINIMUM) BEARING *5 REBAR iN VERTICAL GROUT FILLED CELL 90' STANDARD NOOK 10" MINIMUM (T'T'PiCAL) CANTILEVERED LINTEL DETAIL MASONRY TIES '.:= '•� ' AS SPECIFIED CONCRETE FASTENERS SPLIT FACE �`�• WITH MINIMUM 4" MASONRY VENEER ''•� ' EMBEDMENT SPACED AS �;};i''�:a- CONCRETE FASTENERS REQUIRED :' AS REQUIRED S CAST—CRETE U—LINTEL Hi` �'�� 4" %..;< FILLED w/ GROUT � CAST—CRETE LINTEL a FILLED WITH GROUT CONTINUOUS SHELF ANGLE CONTINUOUS SHELF ANGLE SIZED AS REQUIRED SIZED AS REQUIRED 1'wIA50NR`' VENEER &FLIT FACE VENEER SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4~r_4~fr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6—OB 8RF14—OB SRF14—OB 8RF18—OB 8RF22—OB 8RF26—OB 8 RF30-08 8RF6-1B 8RF10-18 8RF14-1B 8RF18—IB 8RF22-1B 8RF26-1B 8RF30-18 4'-4" (52') PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 s. 79171>t 9311 5'-10'(70') PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639(it 8060 74021 8706 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 1089 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998po 1089 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 3129 4150 589114 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. NOTE: INFORMATION CONTAINED ON THIS SHEET PROVIDED BY AND PERTAINING TO CAST-CRETE CORP. ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY ENGINEERING DATA TO SUPPORT SUCH PRODUCT. ENGINEERING PECIFICATI NS PRODUCT DESCRIPTION H W Nigh strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. Z 0 0 MATERIALS a o .r 0 N wo ~ • F'c 8" precast lintels : 3500 psi . Concrete masonry units (CMU) per ASTM CW with minimum net area f'c $" prestressed, 6" and 12' precast lintels : 6000 psi compressive strengtt : IW psi y • f'c 4" precast lintels : 3000 psi ° Rebar per ASTM A615 Grade 60 • Grout per ASTM C416 f'g : 3000 psi w/ maximum . Prestressing strand per ASTM A416 Grade 210 low relaxation ot 3/8 inch aggregate and 8 to 11 inch slump, . 1/32 inch wire per ASTM A510 m Mortar per ASTM C210 To M or 5 GENERAL NOTES z Q 0 O CU 1. Provide full mortar head and bed joints. 8 Cast -in -place concrete may be provided in composite lintel in lieu of 11" 2. Shore filled lintels as required, concrete masonry units• ° .. 3. Installation of lintel must compk with architectural 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 and/or structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos, 03-0605.05 4. U-Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04. Florida Certificate of Product Approval number FLU. : �I ends to accomodate vertical cell reinforcing and grouting• 11, The exterior surface of lintels Installed in exterior concrete masonry walls `�Ail 5. Reference the CAST-CRETE Load Peflection Graph shall have a coating of stucco applied in accordance with ASTM CT6 � •� Brochure For lintel deflection information, or other approved coating. ' "__0 0 N N 6• 13ottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal = o of lintel cavity. (lateral) loads should be checked for the combined loading with the Ts° 1. 1/32 inch diameter wire stirrups are welded to the bottom following equation: steel for mechanical anchorage. Applied vertical load Applied horizontal load + $afe vertical load Safe horizontal lI I oad I1 CD v L SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception. Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches• 2, N.R.: Not Rated, 3. Safe loads are superimposed allowable load 4. Safe loads based on Grade 40 or Grade 60 Field rebar. 5• Additional lateral load capacity can be obtained by the designer by providing additional reinforced masary above the precast lintel. See Reinforced CMU on Page 4. 6. One rl rebar may be substituted for two 05 rebars in 8" lintels only 1, The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away From the face of support. SAFE LATERAL LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 4~400,r SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54') PRECAST 694 693 1249 5'-8" (68') PRECAST 408 407 734 5'-10' (70') PRECAST 382 381 687 6'-8" (80') PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116') PRECAST 370 490 227 * SEE NOTE 18 6. For colposite lintel heights not shown, use safe load from next lower height. S. For Intel lengths not shown, use safe load from next longest length 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12, The number in the parenthesis indicates the percent reduction for grade 40 field added rebar, Example: 1'46" lintel Type 8F32-I13 safe gravity load : 6412 (15) w/ 15% reduction :fE 6412 (26) : 5501 plf SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4A317-4011117r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF6-2T SRF10-1T 8RF10-2T 8RF14-1T 8RF14-2 8RF18-1T 8RF18-2T 8RF22-1T 8RF22-2T $RF26-1T 8RF26-2T 8RF30-1T 8RF30-2T 4'-4" (52' PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54') PRECAST 867 1675 2525 3374 4224 5074 1 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68) PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10"(70' PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80') PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90' PRECAST 506 797 1462 1952 2442 2931 a 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116') PRECAST 395 491 931 , 1301 15 1640 s 1980 s 2322 1 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. H CV t qT CAM aLL L � N 3� .0 rn � Y d Z �o LL CL C U s� N .� N W (0 U W 0 Fa 1L W Z -j z W A= Y J U W 1— U ~ - Z � w A �r� J1J R N J Q � cU Q n I Z (U n~ 3 a cu U N Q W A � Z o Z W A W w f o CU Z Z Z Z o w (') 3 0 CD 0 A N IL LJ W U ? Z Z 3 w Z W J Z W 2 V1 U N V d LU y_ W LJ L sr) N J Z /� Vm aa J ��W1i �N W w Z 2�dNW Np J Z W Z Ld �CL—w OL—t?_ �w Z Q� Zm z 0� (n W Z A V♦) V/5 V / Z V)n n Z co t'� 40 ZCO� Y Z WW L 2rp�IJi� r- I JZXFN O ) aLL'M .d W N o�oQ� � t PRECAST LINTELS BY CAST-CRET In I— Q — — . Z W Wv u1 O� O� U STIFFNERS AS REQUIRE VERTICAL REINFORCEMENT HOOKED INTO BOND BEAM SPECIFIED BY DESIGNER 1-#5 REBAR CONTINUOUS IN LINTEL CAVITY, TOP 8 BOTTOM - MINIMUM STEEL COLUMN FILLED W/ CONCRETE SPECIFIED BY DESIGNER STEEL COLUI—IN *5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS ROUGH OPENING BY FIELD 81 CUTTING ° d e ' "5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 05 BAR AS SHOWN d e � Z z w W CAST-CRETE HIGH STRENGTH p PRECAST LINTELS I I ' I I IY FILLED WITH GROUT 90° CORNER DETAIL 5"x8" COLUMN 5ELOW 05 REBAR IN VERTICAL _ GROUT FILLED CELL ROUGH OPENING 12" CAST -CRETE HIGH STRENGTH PRECAST LINTELS _ FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING CV *5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL "5 BAR AS SHOWN 190- CORNER DEVIL 12'' D I,A. COLUI"IN 5ELOW 05 REBAR IN VERTIG,4L GROUT FILLED CELL ROUGH OPENING NOTE: INFORMATION CONTAINED ON THIS SHEET PROVIDED BY AND PERTAINING TO CAST—CRETE CORP, ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY ° dy I LEAK ENGINEERING DATA TO SUPPORT SUCH PRODUCT. 7-4" NOMINAL BEARING d CMU SHEAR FRICTION (3 5/8" ACTUAL) REINFORCING JT. 44 d. CONTINUOUS BOND PRREEC,ASST�LINTEL PRECAST LINTEL o ' aCPRREGABI.LINTE 5EAI1 REINFORCING °d ° ° a SHORE LINTEL WALL DOWEL 8" CMU POST WERE s, (7 5/8" ACTUAL) Q . CIP COLUMN �QVY& Fti CORNER BAR •5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS ROUGH OPENING 1211 BY FIELD GUTTING d d d d ..L a - • cv 05 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL *5 BAR AS SHOWN a z W ql- 0- 'i d p 7 CAST-CRETE HIGH STRENGTH p PRECAST LINTELS I 1 "° 1 1 (it FILLED WITH GROUT 90" CORNER DETAIL 12 "x12'' COLUMN 5ELOW *5 REBAR IN VERTICAL GROUT FILLED CELL ROUGH OPENING aELOLU CAST-CRETE HIGH STRENGTH PRECAST LINTELS _ FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL *5 BAR AS SHOWN 900 CORNER DETAIL 1&'D IA. COLUMN BELOW MITER LINTELS BY FIELD CUTTING *5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL 05 BAR N AS SHOWN 44 d • •: y c) .d CAST-CRETE HIGH STRENGTH do PRECAST LINTELS FILLED WITH GROUT 13e�° CORNER DETAIL ;BETE 'RENGTH ST FILLED :OUT INTERMEDIATE IATE SE A" f a TRANSOM GLA55 0 W A O z V 0 a G It o 0 N In o 0 A W y H w m H w I z o N o I w O ly Z .. a V � N uj :d co IL LL N -E .d c d ' • d LL 30" MIN LAP a nc a, T"'P ALL LAP SPLICES d V Y A a' z ci 0 > °a F L �— L N w co A o FOUNDATION DOWEL 'a o W w J Q Q RE5AR DETAILLj w = z J I� I— z w r m o= Y U J F— "5 REBAR IN d ' 90' STANDARD ° „ VERTICAL GROUT HOOF--'IGAL)MINIMUM de a FILLED CELL •� Z OL W e a A d ..: a CAST IN PLAGE e RAKE BEAM WITH ? A _ 8"x8" CMU BOND BEAM 05 d d REBAR w/I-*5 REBAR CONTINUOUS, d. .0..4 A FILLED SOILD UUITH GROUT GI o w � v d r ? (U Aq d 3 ¢ I (U �d d a •d W ca A • e 0 z o z ° e 3 w N 4 a w 4_ v w .�.:. }•' d .e .: Z Z 1 ti , I d , .i ,.. �•� Z Licm A. Lo Ld .. d IL U Z w 2 ti U w (L U 05 REBARR IN °° �C o VERTICAL GROUT FILLED , 'd. CELL l J W A ..• .i .� y; .d • Q Z O J IQ M * .. d .'d6 ° Od. e d d. e d d _j Vm w� JLiN w 2 d(n l0 .d. LLJ 1 •.• e a a. d e d. J�Lj C45 CAST-CRETE HIGH :;;: •:.�: QV) STRENGTH FRECAST FOUNDATION AT Z ONE LINTEL STORY BUILDING OR Z OZz FILLED WITH GROUT BOND BEAM AT O Z04 SECOND STORY cn �(/n�W V/L� ON Mm OFF5ET VERTICAL FILLED CELL DEVIL z WW =m'�0 RAKE 5E,A1„1 DETAIL QQ o Qzm C3 in �a w III r I I I I I11,, BLANK OFF EXISTING II I DUCT TO GRILLE IN II THIS AREA, LEAVE II GRILLE IN POSITION. II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- ----- _j I r-0--a— -7 ------------------- II III E E I I /� EX. MEWS ROOM II III j jl 11 l 800 CFM I r �. IIuI I I / III I �j III �ID Ly II I It L r✓�-,I -r��� �I\ III I II III------- �j OAH r -- III (TYPICAL) //�-� - IIII EXISTING I II II �I III AIR HANDLERI I I II III E E I I I I I I L--- -----J L __- J I I C==I II C==I II rL__� I I E I II II I EM2 I r 0-7II II I I I �II �0-7II 0- I j�------� EXIT E IIII / Ilp / Ilp / II I -----L----------------------J----� I \ IIII/ IIII/ IIII/ III I I I II I II Ilpl II III II I I L R R R I I EX. W0 MEWS R0O1''Q�'' E E E I I I I --------------�------ - - - - -- I I I I I III I I I R R I � E E � � j 10" DIA / I / 14" DIA 1 I I I �t-LXLI I 44 I 800 CFM I j W I I I 11 ; 270 CFM \ III \ I i / / ♦\Ij \RE I r Idb- 1 I ----------------1- --------- - 1 r— - - � I 1 \ IE I \ W.P. // /' \ \ W.P----------------- . i4 L _ \ �� \♦ \ I I 1 / / / / / / / R .70 -------------------------------------------- /I I /I I 11 CsF.I. GF.I. I V I\\ ------------ I --- -------------- ILI \� R � I __________---- e _ `------------- —J -�.-21 41 rm r: c H P4 IN IGAL El PROPOSED P L A N I � \ I / 1 II I I II I 1 II II 1 II 1 1 --J� ► I 1 Ir------------�T----------------- It I III E E I I-- �jlll I � \// „ IIuI I I 1 I I � Ilii F I / IIII n I� I II I I III IIII r�� II r�� III III II III 1 I Ly 1 �----'- I I I I r-_-_- I I L--=-------J L C=-J --- I ♦ \ I I �__� II �__� II �__� I I a,, EM2o_ll III -�l I L E fT E __�- ( L I OE / E I----------- L-------- Ii + --------------------------------- I I 1 I I I \ / ♦ 1 I T 1 I--------- E--------------------E ---v-J \ \ I � I \ 1 I l i *E. I I I / / 1 -------------------- /f-------------------- 1 1 i W.P. /' /' `� W.P. ll E CsP.f, �i �i �� ��G.F.f. E I I\\---�' E L— — - — — —-----------f —�----------- —J I i,r=`r;' I IP I E L E G T R I CAL P L AN EExl ST INCs INTERIOR ELECTRICAL OUTLET LOCATIONS PADDLE FAN SWITCH (LOCATE OVER FAN LIGHT SWITCH) LIGHT SWITCH DUPLEX OUTLET AT KITCHEN COUNTER, REFRIG., ° WASHER AND GARAGE OUTLETS X. DUPLEX OUTLET AT ° o VANITY COUNTER STANDARD DUPLEX OUTLET - v b 0 e N <�_ CEILING LIGHT {R} RECESSED CAN LIGHT IIOV DUPLEX RECEPTACLE G 220V OUTLET .F.I. I10V G.F.I. OUTLET SWITCHED DUPLEX REC. ® OUTLET (HWH, AH, ETC.) SINGLE POLE SWITCH $3 THREE WAY LIGHT SWITCH Vy GARAGE DOOR OPENER ALL ELECTRICAL SUJITCHES, OUTLETS, ETC, TO BE MOUNTED ABOVE THE BASE FLOOD ELEVATfON. (SEE SITE FLAN FOR BASE ELEVATION) SYMBOLS LEGEND m 200 AMP. PANEL \r-------- SHOP FLUORESCENT t-====_-- LIGHT 2'X 4' FLUORESCENT I LIGHT --�-- TRACK LIGHTING BEAUTY BAR LIGHT 24" SQ GRILLE ® TELEVISION PRE -WIRE sz TELEPHONE PRE -WIRE Di SMOKE ALARM ® CARBON MONOXIDE DETECTOR +OJ JUNCTION BOX 4 PUSH BUTTON CHIMES, ETC.) FLOOD LIGHT ® DOOR BELL CHIME ELECTRICAL WIRING L EXHAUST FAN J mLIGHT/EX. FAN SLECTRICAL/MSCHANICAL NOTES ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE, FLORIDA MECHANICAL CODE, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE.INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,, LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. ALL NEW ELECTRICAL TO TIE INTO EXISTING, CONTRACTOR TO VERIFY WITH OWNER THE CONTROLS AND OR SWITCHING OF ALL LIGHTING IN AFFECTED AREAS. ALL NEW LIGHTING FIXTURES, DEVICES AND COVERS TO MATCH EXISTING. HVAC GRILLES TO BE HART-COOLEY CD4 24" SQUARE. IF RE -USABLE, MODIFY EXISTING GRILLE/BOOT TO ACCEPT INDICATED DUCT. IT IS PERMISSIBLE TO USE FLEX DUCT BETWEEN NEW GRILLE LOCATIONS AND EXSITING PLENUM. INSTALL VOLUME DAMPER ON EACH GRILLE DUCT. W z U 0 a � 0 N 0 0 W W OC m H W, Z a N 0 Li 0 ec C14 L E , c� 3 ' ti> oST� o R >Si .41D '/ E m IMP /IIII\ m� t 1I f I m J 0 d r z w Ld U m w = z _1 z w r Ld Y J Lj Lj 2 u } Z ~ Q LLJ A Ld w u a:: in J w � A Acu Lo r- z (U z w w E ❑ CU z z z ❑ W (� 3 0 ^' 0 A a cu Z Z z Z Ld El w ZZ 2 l w V o LiJl10 !V w IN Ld W ZL0 _� p }�Z�N w�Q M �(OQ J(7 Q WwN 20drn cp WO Zm Wz JZ(n Wr, Lj z TLJ wN i W �u v? Ax KJ J Z Q Zm zu O� p �w z N Oid WZ Z M� <z c-, x zO w 2Mr,win J�X�N Q LjmU� T i LnL 11 2 a. w N �� A rIao� EVALUATION PRODUCT REPORT APPROVAL INFORMATION SHEET (S) ENTITY COVER SHEET 1 =g THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAYBE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. z O d it U o m Zp o w � z N A 8 o .r � A W H 5 W FROM A PRODUCT EVALUATION 2 t~ I N r+ U Ililll/� '�3 . o I Fvr/su'n • � U c 3 rn �� I111 N 'a L - ° H N ■ LO M >1M wa J W LL N 0 � L N L 3 Y W z 0 o LL L V" U ti ■2 N w A � u a w d d ® ^, (V jj z o u ® nw �' z Q � o � a z J Q U F7 w = J u I- z w w a U_ I- W u = J r z h- a W w z w a = J a a z 3 A N g1 o I3 LE s D z 3 w z z � z z W W W z W W = 0 o (1J z h U I w M 0 CD 0 a (U Z 3 J a U VI T W a N 0 K N W O W a z Z� �tOQJM ��QLd tL J Zo _QVjwN z z W �a��N J� ¢U��zv z zm U ? V I z 0 v M �G zL�MQo WW QCQNJaO �L ="��``' O 0 O JP oaoo0) I i U_ cl: N N I -1 TW �L. Z (/�\] �■/ z Q T i MMAs Squired by Florida Statute 553.842 and Florida Administration Gode please provide the information and approval numbers on the building components listed below if they will be utilized on the construction projuct For which you are applying For a building permit. We recommend you contact your local product supplier should you not know the product approval number for any or the applicable listed products Category /Sub category Manufacturer Product Description Approval Number(s) Test Pressures I. EXTERIOR DOORS A. SWINGING Coral Industries, Inc. Store Front Doors FL i5225.5 +(o1.m/-61.m psf 2. WINDOWS A. Storefront Coral Industries, Inc. Series FL20m Storefront FL 8832. +(00,0 / -50.0 psf Es. 5lorefront Coral Industries, Inc. Series FL30m Storefront FL 8832.2 +6O-m / -53.3 psF G, Horiz. Sliders PCzT Industries Horizontal Slider HR71® FL 242.4 +75.0 /-75.1'd psf 3. PANEL WALL A. SOFFITS Alside Solid and vented Soffit FL 15212.1 - FL 15212.2 +�m.+a / -�O.m psF 8, OTHER 4, ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation GT2m (and ,4R), Landmark 3+a / 4rD hand AR) XT30 land AR) FL544�41 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL 12328.E N/A G. ROOFING FASTENERS NOT USED D. ROOF VENTILATION Thompson Arch Metal Comp. Off Ridge Vents FL r✓-219.1 - FL 5219.4 N/A Florida 1`1etal Products, Inc. Vent Rv10 FL 20 0 USP StoGic No. Florida 5tatewlde Product Approval No. Evaluation Re or! Bads p A3 FL820.1 ESR-2104 HD21ID-2 FL13285.5 ESR-I'181 HD212-2 FL13285.5 ESR-1�81 HD216 FL13285.5 ESR-I�81 HD21E-3 FL13285.5 ESR-1�81 Hp26 FL13285.4 ESR-I�81 HD28-2 FL 13285.5 ESR- I�81 HD41ID FL 13285.E ESR-1'181 HD412 FL 13285b ESR- I�81 HD610 FL 13285.E ESR-1�81 HDQ41ID FL 13285.9 ESR- I181 HGAIIDKT FL817.18 ESR-1465 HGAMIIDKT FLSIl,lB ESR-14E5 HHGP2 FL81�.19 ESR-14E 5 HTAI6 - IS FL859.5 2031G I-ITA20- IS FL859fo 2031C HTT4/HTTIb FL145IDID.2 ER-ID2IDID HTTS/HTT22 FL14500.2 ER-0200 HTWIE FL82IDE ESR-2104 NTW2ID FL82ID.1 ESR-21ID4 HTW24 FL820.8 ESR-21ID4 HTW30 FL820.10 ESR-2104 HTWMIb FL6223.2 Eval. Report From Licensed FL Prof. Engineer NTW"12m FL6223.2 Eval. Report From Licensed FL Prof, Engineer HUCsT2 FL6223.3 Eval. Report From Licensed FL Prof. Engineer HUGT3 FL6223.3 Eval. Report From Llcensad FL Prof. Engineer HUS21ID-2 FL9835.5, FL821.14 NOA 06-0921.ID5, ESR-I881 NUS212-2 FL9835.1, FL821.16 NOA 06-ID921.05, ESR-I881 HUS?6 FL9835.9, FL821.22 NOA 06-0921.05, ESR-1881 HU528 FL9835.12, FL821.24 NOA 06-ID921,ID5, ESR-1881 HUS28-2 FL9835.13, FL821,24 NOA 06-0921,05, ESR-I881 JL24 FL 13285.15 ESR- IZ81 JL26 FL13285.15 ESR-1"181 JUS?10-2 FL5�0.1, FL821.33 NOA 0�-ID419.01, ESR-1881 JU524 FL821.39 ESR-1881 JU526 FL821.45 ESR-1881 JUS26-2 FL5'10.1, FL821.43 NOA ID�-0419.01, ESR-1881 JUS28 FL821.45 ESR- I881 JUS46 FL5�0,14, FL821.52 NOA 01-ID419.ID1, ESR-1881 KLEG3 FL11664.23 ESR-128ID KST26(D FL822.21 ESR-1831 LSTAI2 FL13285.21 ER-ID200 LSTAI5 FL13285.21 ER-ID2IDID LSTAI5 FL 13285.21 ER-ID2IDID LSTA24 FL 13285.21 ER-0200 LSTA30 FL13285.21 ER-ID20ID LSTA36 FL 13285.21 ER-ID200 LTS19 FL 145(DID.3 ER-ID2IDID LTS2IDB FL 145IDID.3 ER-ID2IDID LTT131 FLI45IDID.4 ER-ID20ID LTW12 FL82ID.36 ESR-21IDID LUGT2 FL568.1, FLSIl.42 NOA 01-0322.15, ESR-1465 MP3 FL822.31 ESR-1831 MP34 FL5�ID.16, FL13285:24 NOA 0l-fd419.01, ESR-I181 MP4F FL82156 ESR- I881 MP5 FL822.31 ESR-1831 MPH3516 FL 13285.2E ESR-1�81 MSTAI2 FL13285.29 ESR-1l81 MSTAl5 FL13285.29 ESR-I"I81 MSTAIB FL1328529 ESR-I�81 MSTA24 FL 13285.29 ESR- I�81 MSTA36 FL 13285.29 ESR- I�81 MSTC40 FL811.45 ESR-1465 MSTG52 FLSIl.46 ESR-1465 MTW12 FL82ID.40 ESR-2104 MTWIE FL820.41 ESR-21ID4 MTWIE FL82ID.42 ESR-21ID4 MTW2ID FL82ID.43 ESR-2104 MUGT15 FL119102 ESR-II18 NFM35X12 FL518.8 NOA 0�-IIDID3.10 NFM35XIbU FL518,11 NOA ID1-IIDID3.10 PAU44 FL569.5, FL 821.58 NOA 0"I-03ID6.0E, ESR-1881 PAU66 FL569.6, FL 821.59 NOA fD�-03IDE.06, ESR-1881 PHD2 FL 14500.E ER- ID200 PHXU3516 FL82ID.154 ESR-21ID4 RFUS FL6223.5 Eval. Report From Licensed FL Prof. Engineer RS150 FL822.11 ESR-1831 RT15 FL565,2, FLSIT,50 NOA 0 SimpSOn Stock. NO. Florida Statewide Product Approval No. Evaluation Report Basis A23 FL104462 ESR-2E0E HU21ID-2 FLIP,No5520 ESR-2549 HUD212-2 FLIID655.23 ESR-2549 NU26 FLIID655.29 ESR-2549 HU28-2 FL10E55.29 ESR-2549 HU410 FLlID65S31 ESR-2549 HUdl2 FLIIDE55.3d ESR-2549 HU61ID FLIIDb55.44 ESR-2549 HD412 FLIID655.45 ESR-2549 HD61ID FL10E55,51 ESR-2549 HUCQ4IID FL 114E8.11 SIM20ID804 NCsAlIDK7 FL114'1ID,d SIM2IDID8ID3 HGAMIIDKT FL 114'1ID.4 SIM2fdID803 HGP2 FL1044�.2 ESR-2551 HETAI6 FL 11413.5 SI M2IDIDSID2 NETA2ID FL 11413.5 S IM20IDSID2 HTTI6 FL11413.5 ES-IDI3ID HTT22 FL114'I3.5 ES-0130 HTSIb FL1045622 ESR-2613 HTS2ID FL10456.23 ESR-2613 HTS24 FL 1045E24 ESR-2613 H7530 FL10d5E26 ESR-2613 HTSMIb FL114'13.11 SIM2D08ID2 HTSM2ID FL114�3.11 SIM20ID8ID2 HGT2 FLIID456.18 ESR-2613 HGT3 FL IID456.19 ESR-2613 HUS21ID-2 FLIID655,92 ESR-2549 HUS212-2 FLIID655.93 ESR-2549 HLIS2E FL10655.94 ESR-2549 HUS28 FL 10655.9E ESR-2549 HUS28-2 FLIID655.91 ESR-2549 LU24 FL.IID655.IID3 ESR-2549 LU26 FL IIDb 55.1ID4 ESR- 2549 LUS2IID-2 FL 10655.10'1 ESR- 2549 LUS24 FLIID655.109 ESR-2549 LUS26 FL IID655.11I ESR-2549 LUS26-Z FLIfD655.112 ESR-2549 LU528 FL10E55.113 ESR-2549 LUS46 FL IID655.118 ESR-2549 LEG3 FLlID66l.l1 ESR-2615 MST6ID FL1ID852.� ESR-21(d5 LSTAI2 FLIID852.4 ESR-2105 LSTAI5 FL 10852.4 ESR-2105 LSTAI5 FLIID852.4 ESR-21ID5 LSTA24 FL IID852.4 ESR-2105 LSTA3ID FL1ID852.4 ESR-21ID5 LSTA3E FL IID8525 ESR-21ID5 LTTI9 FL114963 ER-130 LTT?ID8 FL 11496.3 E R-13ID LTTI31 FL11496,3 ER-13ID LTSI2 FLIID456.29 ESR-2E 13 LGT2 FL 1141 ID,l 51M2ID(D8(d3 L530 FL 10446.15 ESR- 260E A34 FLIID446.3 ESR-26ID6 LPT4 FL 10446.19 ESR- 260b LS50 FL10446.16 ESR-26IDE WI`11416 FL10E67.86 ESR-2615 MSTAI2 FLIID852.8 ESR-2105 MSTAl5 FL10852.8 ESR-2105 MSTA18 FLIID852.9 ESR-21ID5 MSTA24 FL IID852.9 ESR-21ID5 MSTA36 FL10852.9 ESR-21ID5 MSTG40 FL10852.11 ESR-SR MSTC52 FL10852.11 ESR-21ID5 MTSI2 FLIID45E.33 ESR-2613 MTSIE FLIID456.34 ESR-2ro13 MTSIB FLIID456.35 ESR-26I3 MTW2fD FLIID456.36 ESR-2613 MGT FL114�ID.9 SIM2008ID3 MBHA3.56/11.25 FL10866.12 ESR-2616 MBHA3.56/16 FL10866.12 ESR-2616 Af3U44 FL1ID849.1 ESR-1622 ABUb6 FL IID849.1 ESR- IE22 HDU2-SD52.5 FL 10441,4 ESR- 2330 GLTv3.516 FL10661,8 ESR-2615 FGTR FL 114Z32 SIM2fdID8ID2 GSIE FLIID852.1 ESR-2105 HI FLIID456,5 ESR-2613 H10 FL1045bb ESR-2613 H10-Z FL10456.� ESR-2613 HIOA FL1045Eb ESR-2E13 H3 FL1ID456.13 ESR-2613 H4 FL1ID45b.14 ESR-2613 H5 FL IID456.15 ESR-2Fo13 H2.S FL10456.11 ESR-2EI3 H2.5A FL IID456.12 ESR- 2613 H8 FL1141ID.3 SIM20ID8ID3 SP1 FL10456.41 ESR-2613 SP2 FL IID45b.42 E5R-2613 SP4 FLIID456.43 ESR-2EI3 SP6 FL10456.44 ESR-2613 SPS FLIID456.45 ESR-2613 SPH4 FL10456.46 E5R-2h13 SPHE FL 10456.41 ESR-2613 SPHS FL 10456.48 E5R- 2613 U24 FL IID655.141 ESR -2549 HHUS28-2 FLI0ES5.3 ESR-2549 HHUS41(D FLI(D655.4 ESR-2549 HGUS5.25/12 FL11468.11 SIM2IDID8ID4 HGUS414THDH414 FL 114E8.10 SIM20080d HDQB-SDS3 FLI(D441,1 ESR -2330 RBC FL114�8.6 E6-IDII2 MSTAM24 FL114'13.19 SIM200802 MSTAM36 FL114�3.19 SIM2ID08ID2 M9TGM4ID FL 114'13.19 SIM20ID8ID2 HHETA20 FL11413.9 SIM20ID8ID2 LGT3- SDS2.5 FL 1141ID.'1 SIM20IDB03 LGUM2b - 2 - FL 114'13.12 S IM200802 PRODUCT APPROVAL INFORMATION SHEET (S) Coral Industries, Inc. EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY NS213-MS380-WS500 Butt Hinged Doors r1 I r-lA„ e f NL PRODUCT APPROVAL INFORMATION SHEET (S) PGT Industries t PRODUCT CONTROL SECT1 DEPA11IMENT OF I'Mdl'lTING, ENV ONMUNT, AND it ROWATO gY t 1805 SW 261h S4VOjtqMlt141 AWA➢1S ^11A) b«t<1014 €pia Rrida 33173-2474 BOARD AND WDE ADMINISTRATION DIVISION TP86)31$-M0 F(796)315-Z99 NOTICE OF ACCEPTANCE (NOA) �rww,rni;ptt r�j�,io�erc�nr,a� F�'1' ind#� Batt. North Veaioe, lFL 3427 SCop't: Thia NOA is being inued under tho applicablo rulcr, and regulations governing the to of eonm41..,`: .. . materlahL The docurnonWim surbrnitted bait bwaievieuxA and actmpted by Mi ounty P -4Product Con0ol Swdon to be usGd in l i nt-lade Corny 4ad valor wbcro ullmed by the Authority Havirt Imisdiction (Ali . This "N A AM not be valid aftor the expirution date stated below- The Mi Made Coinsty Produ,,4 Control tion;.(In Mi i-Dade County) And or t o At iin mas other tied Mime -Dade County)resorve the ri& to have this pwducl or nut rial d far qualify assurance purpom. If this product of material fails to perfom In the wmpWd tnan ner. the nmunctumr gill in ur the exec of sib testing and the ASS snag irnnledia* revue, moodily, or suspend uae of such pro&wt or material within t ar jurisdiction. PERA m3orves tine rigkt h rmlw this mccpfimcc, if it, is detennini.-J by hliami-Dade County Product C01atrol SeoWn that this piroduO or niateriai Cuila to meet the requhunents csf the applicaW b w1di% code. 'ibis praiuct is approved as derribed herein, mid has been designed to ocm>ply with the Florida Building Code, Including the High Vol € ity Hurrimne Zone, D ION: Scales " 7'10►r Alualnuft HerUntal Sliding Witudew - L.I4' A .A.FPRUVAL DOCUMENT- Drawing Wo, 41 7-10, tWod "Alum. flarizwtal Ater WhWvw. bn ', sheets l throggh I of 11, dwod 02/2&2006 with the latest revision'W' 4ated 1011712011, Viepared by POT XIIJUAdMi IM, gored 02(014012, signed and filed by Anthony Lynn Miller, P. 13„ bearing tk Miaui- ade 1~eunt r Product C4utrd Revision ;wrap utith the Node& of Ameptance number aad B iralion date by the Miami -.-gads County Product Control Scotio& Lml!LIN0: Each unit sl-aLl hear a pertniumt Iabol with the war es nauo or low, city, modell swries and Utowing jAlemen1 "Miami -Dade Cou:rty Product Ctntmt Arad" unkns Otherwise mated hmin. RENEWAL of this NOA shall tat ceta,ti cr cd aft ai run al applicatiou has been filed and theru .has bwn no chary in slap applicable lrraW* 0046 Ae sly Ming IM potfMnanc o of this product TERMINATION of this NOA will aovrr after the ei*sfaun date or if there bu been a mvision or c e in the s erials u4c, anWor mn0whm afthe product or process. ivlisrse of this NOA as an -nent of any produi for sales, advedtkislag or any o0w puWses Hell automatically tomikiate this NOA. Faailum to compfy with any motiou of this NDA shall be cause fret rem ria#lnn and gal of NOA. A VIER 'ISIMENTi The -NOA ruanber pi ceded � the Ti9!otts air i -1)4de County, FIC64 U4 followed by the a !radon daN aW be displayed in advar0sing literatum 1f aqy `on. of the N0A is displayed, thm it skall be dome in its ontirety. Ii+ ll"°p.+C'9CI+C7Ni A oopy of ticia entiro NOA shall be provided lo ft utstr IV the mnufkAnwr or its distributors and shall bo available for inspection at the lob site at tho ivquaM of 4W Bu ldiug oflleiel, This NOA reAux NOA No. I 53OA2 and +*resists of *is paw 1, evidence: pages F 1, f 2 and 5-3, well as approval d wne nt manti e, qhe submitted documeaWaa was ruviewod by J ohm D. Gmeon, P. E. ,yq-.6i► , "`, r , F 13 EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY A. DRAWINGS 1, Man ulre?f; die drawings se Drawing2. No. 4127-10, titled "Alum. Horizontal Roller Window, irr"d', si is 1 through 11 of 11 dowd OMW2006 with, the Est revision `t„ dated 1011VOI 1, prepmd by PGT lalumios, Inc.., d'ated ti2111IfM12, alsivxt and s �y ` Lynn Milkrt P. E. IL TEST' 1. Tcjt roport3'cam; 1) Large Missilo Impad Ted per MC, TAS ;? 1: 94 2) Cyclic -Wind P`t'osaurc, Lual i per FBC, TAS 203- Almg with um -up dnmngs and inss l tion diagram of XOX Minim horiwntal sI.icling, windvvv, pwpa od by Fomstration Testing urr ry, Ines, Test Reptant No., FTL-M30, dated 0711 807, signed and: sealed by Curios S, Rionda P. E, L Test reports = 1) Air i I#t n Tom,;per FBC, TA$ 2OZ- 4 2) Vttifor u tic Air Ptewm TosL Loading per Fly TAS 202-94 3) Wder Rosistaco Tes4 pa I,-Btw. TAS 202-94 4) Iarp NCssile Impact Test per FBC, TAS 20 L-w 4 5) Cyolic Wind Pressure Loading per FBC, TAS 203 94 6) Foreed FAfty rest; Typc '�C` sliding window, CxTa 10,, per FBC 24I 1 12,1, TAS 202-94 and per Awl F 942-44 Along with -u drawings and. inatsillation diagram of XOX shuninuu. hartwntal slides mmvkm, p pexed by Fcnc* ioa Teft L abaratay. Inc,, Test: Rcpart No. FTL-4858, dated 031[}1312W6, sig d and scald by 1a 1a1wdo . TeA reports am 1) Air Infilindion Test, per FBC, TAS 202-94 2) Uniforru %du Air ware Tvs4 Loam per FBjC TAS 202-94 3) Water Resiatwoe per FBC, TAS202-94 4) Large Missile impact Test per FBC, TAS 201-94 S) Cynic Wind Ptmim Loaft Per FDC, TAS 203-94 6) Forced lZatq Tas4 Type "C' sliding. window, ode IQ. per FRC 7411 3,2,1. TAS 202-94 t d pot' AS i+ 2-- ii4 Aloug wilh markod-ups drawhW and instalWon diagram of XOX aluminum horizontal sliding, window, p d by Fencatration Testing LubcTatory, Inc., TeA Report No. FT"859, dawd 0310=006, sib and 9mled by Udmun& fSkbmftW aotA r AWA N6. 06-N) Jaime M Casco , P. IL Ptrrductr G uitr4l $aotlon Super4wr NOA No. 11 1114.04 &Ypi rm llate> Dominber 21,2016 Apprrrval D#W; Fahruary 1n,1+a12 9-1 Horiz. Roller HR710 Series FL 242.4 C. CALCUL,AT]IONS 1Am'hm verification, ealwhdions and tuv'41 analysis, complying WM FCC;,, pied by PikIndies, Ire., dWA IWW, slood aild sc4led by Robert L. P, Z . Colopla WO ASTM IK1 ♦ 0 . r E. MATBRIAL CERTIFICATIONN 1, Notice of Accelaranee 1 - 11 4.0 i d to EX DuPont DeNemoun Co, 111o. for their '"DuPont HatuiteS i B 1nfiuUyer" date. 09/0g}I1, expiring on . 12/11116. 2. Notice, of A:cc a NoT Ne-029COI iassucd lutia Inc, for ftir "Wis HP Glas hurrlsyce dated 04117t2008, expirkg on 44117/2013. F. STA`TENMNTS I. StOornent letter of conforrnw= " conVfiance with the F (with the 2009 supplcm a) and C,-2010, died IOt25Y11,, signed and wjW by Antony Lynn Miller, P. R 2. Sta terr>ent letter of no "al int=A and independence, dated 1 W25111, Signed and scalod by An*ooy Lynn Miller, P, B 3. Letter of Adoption of as htr tom, fie Work o, f awiher ByWower per SeWon 61015--27,001 ofdw RR.P,E dated 14I1i IlI 4zned and aded by A►nthmw Lynn Mil iex,P, K 4, Simmont lWor of no financial intamtoonfonrAnce and cumplhmoe with -�he F13C-- 2007, dated 0612912011, awned and gated by Robort L. Curls, P. B. (NPbxKW ankrP ►rm NOA No. 11-004,02) 5, Labowtorycompliance letter for Tool Report No. l T h, issued by Fen on Testing L tat arm , ine., dated 07)18f24)07. nigned and led by Carlos B. Rionda. P.B. (Stab d;wsdear &m*N& fib"-081 09) ;l�alar#e ls, Gs�earA,, l*� , 1Prdad Courtrai Sodium supe"bor NOA No.11-t11d.04 Expiration Date: 1heembwcr 21, 2i?16 Approval ba1+ kintry 16, ID12 1 - 2 Z a a U W 0 m So �m N 'dT�p U� iti y W 7 O 19 d t� y m1 7 O Zq r � 0 � W � o z Z w w _ N W � N THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. V 0 Waf w W 2� z n �a Z N - 2, =Z W zm O Wz MN JZVi W I, LLJZ_ �a ww �i aZ Ww Q(A Z 09 O Z V)W Z /3 f / 1.J0 0t zi � Ln ' OnnlL z_ wobn mZO0 anwe dmQLnT ,L tTld PRODUCT APPROVAL INFORMATION SHEET (S) EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY mi I i a] mm p A EmLang g Sam PGT Industries Horiz. Roller HR710 Series FL 242.4 z 0 r a U w a O m H z � W p Q z m � L s � mm\�111111!/1 04 �AS� .• L . '� a 0 b aiul V F ��F NN �m a)'a L W O d 6 m � a c w cl U Q lu p w � � u o lu w 2 � z � z ~ w m u m a �o ft U 1E o~ Q[ W Q e cl 3 Z z W 0 LL Z 0 r � � W U Q p cD O z i u W N tp BASH TW & DOWOM PAIL $"H MTO. PAL jop 2W ING il;l Wir uj 8w �WZ. ��ZM ry W, Q N IfE AM Zw =oa�a .z )w� J V7 4.fi tt sy> e W wzz a �e� ( ow coo Ld , ,. w LJ Q� � zm Tm*AmEr sa z (n w z is , a7 "K SO fm am I= ��� �,x , { n .ALLAIL y��y�i;�.g n� THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR �� oN Mm USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE zC/3 '40 PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE Q O �zo�� i 0�mWN SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED o �aaoU AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. E- PRODUCT APPROVAL INFORMATION SHEET (S) EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY M AtiCi47a 1 A .f 11C i TVP fi, P fiYP� 1 _ T 9-it+i' GLGESs&A GFi�TE° � 3-i�i2BT L 1 2 bi1c 1, R++� Z-; cow 1; T 6UTPAW 2.4LX35 rVPF.B: to .. 1 I AI L FEE�H.i LL - FI A€'r L 1 A , ". t kk'i 3 ',ALL !•ff.+nt7 $ EL �" f�€:ifkllG/ A: Ei S2 FYk A. € Mr L - (1 A.. t, 1A'R A) i 12 Y A L Yl -diWA. 50 , iff HSj €T, GLASS rYMti - L SWU NAVE R 2 D, 7iffirLAMITO"f A.,W- A) IT`P N win k.38$ttz— 7—Z71--m-r, 2 L`$N+ +1 2 f*4 +i+ Pt z 1+ str t z 1 +s:C 2«9 Y 1*a +t +4 wo 11 11ax f 3 1 +2+ P1 a l#CbI+ctt1 a i+a*t+ 1 3 1'frCPi+C2#1 11*C*140 f 3E.7f La - f1 "4.0 J. 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Roller HR710 Series FL 242.4 THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. Z 0 a E U W n m z o O N w Q. z r3. N r am _ w { My 59 U) W o' L J y 2 l O (Y I.L 0- d U Q �O U N w 0 z a z a tr LLI 'L 'L Z U ~ 7 U fL W Z W O ml YA &.14 0 W J W Z Lr) �ZMN M Zm xQdtn¢o ON W Q WZ JZVjwn Lu Z_ T a^wN 1 W LLi ��o?� W Z Ax �V Q Zm Z oo O Of (� Of Z � Z � � aN M� ;ppxfn��n W W W a W N J W I JZxz� O ��amwN oJoQu� F- } FLORMA PRODUCT fi APPROVAL FL200 FRAMING SYSTEM IKM 410 up"NE� TYMAL DF-VAT10N WAW AJAIMIX WXUJUN` TWI::&U 10" 51m o i d Wit% 4 0' & y OWK FKAMW GETAdL5 [#'dnI•nmQ.e3.813J sAy �iy` ry351 .... y�� ..xn.... ..... n a - pAr..4J PM .t . 8 Fes$- " v'..:,:w.�'. 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AT AM WP970M 94 ffir { 3, stt. e 2t.3. a % WOR PACOU" FOP ,*L s S 41, low -lei E-O ff' I TEST PAXA ETERS= e 2-Aa IT r CIA psif a At t l " 61 $, c- t mat--+'� 7 il & 1 %. not t if # E� :9 m,i • iB-?`.;E° ._.__ aE ira'..,{...2.1.: a :. fi¢ •� .yam^ �na�iatiL � ,,.=i•.. t 3,s�° I! yr a -4 r' 69,44�, 1 1,12' Vt 4 E. y ; TYPICAL ELEVATION LIGHT ALUMINUM MULLION -SHORT SPAN fmiaa' {.+,� - , r4i- _ _ e. {.. i':iM.P°•.�.`.Es'�-:}�:� �}l �.-� '�,Mfi Tf�EEw .dy 5 j �.i�'"i{��f�., i.c i4��`Y �3•s#£�{v4t�. IY 8'n 54 Si'•,1` _ y 2. E t 41. m `c4i G I[ 4. i w TEST ��s;ere�� x �, _ I; UE_44if'� <�Et,�,�cLi�i %tC3 �„sF 4,;i1im9z,P*`_`. r�taa�p�+ I i i' t (7) M1 .�k j e�'Iq � t Coral Industries Series FL200 Storefront FL 8832.1 PUMM.A r-Adrts. .t` ic ° -'..„""-„..`^--_,"'��.v: z A , F mt�c' � e i�t�• vrs. scrrsnr r4i?"'� r �," � � t- { ,t ��,' '- ke" .� s Fft'" a�ux•e Trr.���� Of ry -� _ A 1(a) s° ° = EPl * . 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DEW p ..: .. �: < 1 € �.E a ins 3N t rya w, hi1 d. row. }N W �xs cn I w 0 d' Z m M11111/w, onitqmm � � co co ' Q ,•m E m cci eI eye o U V ®° F ° m •A�p^y V m •— m rn $ QL -vsQL `i' °T (P r C; a C1 � { L !,' L Y1 0+ THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAYBE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. U1 O � / W fV lL Ld w Q aN � _J W Z- Zm O }} J�l ac—WL.�N �patA� W p WZ �ZV)wn Lu z_ N Win �> ���?_ Jw Z 116 �LA Zm z 0c 0 V)w Z N Z O't M ZI M� z� WZ w QaO�JN =M�L�uI JZ0XF)N O U c7 i r1 < m d W N � J p on �Wao� MAW j.- IfffE7�ld, �,yy`L 7� !AClIE 'E ICAk8P'P ! �SuaC �7 —Liu�b-, a Ws7= t rt SEE omm 1 CHART 1 INTOM. Dock IM& UmftATTO s�acr€zi ro � CDOOR WFTH 0 20 Pf ..0 26 - to P-5F ''rtV 5111, R ca, " i'5f 724 - Q t 46 Pam' 7Z" 554102 �tilPRq&b 47 - SRI5S Y.Y:?�`.yt[+' 7.3S M S 8tewls t . Fly zd ,wtz l:z, L$5..li�n:63a La PRODUCT APPROVAL INFORMATION SHEET (S) EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY V ! . r M Al �G NA A yyyyyy��� # is tit4 flmw . ma AT, F� w�i f iV`4 1j�:�P9 SR.I- ` i` t ; Ufom 1 .mpt, rufla utxa; --'� WAMN t o' ef�. s kmcaigff 4 y�. 0 tr PI . 1,TIO. STUL S " a Coral Industries Series FL200 Storefront FL 8832.1 K TYK Kqwh9wT?m" k.' &A's5 v0des Aa25 x 925 .2€17 _I #�. IMS wal cm Sit" leg Yfre tii- fief A fi All fig§ 0A Tip- ' ,aid nucas G-' 1/4' a h m I 0 �y O to (y z m=_ I�i=7i THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAYBE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. lll1 ..1 L a) m W O L ■ a' y L w t- u In p q w JU U 0 wju 2 � z � z ~ VVw V O ■.r x ly, u Q z w o W. U YL Q[ a 4e a w 0 z w 0 LL z O $� � w U a � � z O W u N x w N 0 T rn VNI � W w Q J w W W O _ V7 ��o } W ?l Q M C, J r (n M W j� �-j I m =0Q c6o W zw O Wz JZ0 T �a�ww i f1 A 4 -Jul z zm Z" o� O �w m Z C /^) Z 22 M-t v/ WW 2MMN-jN OJZX�rN < 20 z JOQN i IL 14" FLORIDA PRODUCT - APPROVAL . :. FOR PW251 B.G. AND ' ,44 CJ Tok,i I LE 7 S d td 1 1a n 1 Now"'s Mar TAI 2 TYPICAL MAPTURED E1-EVA 3 TYPICAL 4 54 ELEWT'ICN LoTWJN VlAn "011vll awETAa jowEwy 5 514. WALLA64 IMIA 1i Met-TA4 5�1hEAE1 T .T Git awE�T €fir atG N WrAu aw—ETAA10 ILu 1 NO 1 T1Lif G� AUPAS S W67 fl-I 9*%K _A A MACS AND; S � J 12 I`W,A1l ING OCTAW5 Go"No ; 11WE-fAU WAM ULAS AN0 N T tT T$ 13 a if3 E3Ei3iES 6 A l "V8 INSWLAlMN AW AftO6.pNi mod#f4M Al - # ` p 1 # I £ %fir ELEATION14 _ t 11t�T1.'1 � Fps„ 15, .D009 AO Na I; ii0f -- 0A. ow.0 f PAMVWWAIK& . Wit" Ys 16 u t� 17 DOOR ASO FR%ANQ T�ETT4La 1 ti t{� , � NG DT;T 1& DGJ?MW.' �� _ �i.�*.0 3�. U LrcA..Yf'i�q.. y6'ygNdY ilq R'+R k -` 4 , TT1LL u Zt �eNST,�ise'�i. 21 S14GL€ FSPO WND LOAD €3--CWTURE0 MUtLM ..� rv=xx...:'. , r . n--.g - .._ , - sJ: TA k. b 2 , za, l zz , �.."1 altimL€ �F'wTti ^ T9� T��E7,K+r A+IT,tL�1�iMt1 V AMN LWO C S -ZAP1l RED A, ji N } f Qa Mk f4.�.. TT � AiaAtiQW QKNIT4 _ SINW: 2P&H -- QQNQRFE5LW7WTC ZT AINEWR GKAM — SINGLE 15SPO - 5il';1. S1JBST . 24 l vm aigw 4 4IIA Aw>4 +�i d "« r 3 — o ta€ K7r 2,9 PION SPAN M _ & s� R CKAP3 — STi TWIN : ATTA COMENT &T — MWWt ,W .--DINT V Tv" om WALION rArTAOMW d T XT MA)PONT - UMsa�r rffi t?C+OR FRMF ChM, T' _SIP' TQ IK I' 3;I4TE WKWE GHT ORENM - Cry+. DOOR 34 ` Fi'r0n LDRAWN(JS 17919179 PRODUCT APPROVAL INFORMATION SHEET (S) EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY iE oft_ _ - - ODII s I €d a�v I [CA r" OA ELEVXTION El TWICAL CAPTURED MMION 3 I row 0 ' tin _fix f W251nu, PRODLIC7 APPROVAL - Coral Industries FL300 Aluminum Curtain Wall FL 8832.2 5Pw4 C.d 9) P. ` � `errs r T ��qq,r�a �W ��+pl��g�C �_,. V, .K x�piw. 0.. 4'4'$ _ • -. era; ZarCAPTURED MULLION IL a. 1-4 -TWIN Aft SA XXft 1Eit4 .. :: k1 i. � k< T ' DRA �mo Arm ff-r Au1 I'm ; :..F r, _ v wau..A. ic .x. ___ . - IOU — r WIN% A. Wiskimp, g B�I11 dN ate' 4T�$ M4' 1 _ ON, a *AM_ KNIMAFLOIPMA Si TD AW AWO-OR � > . �1Jr1CTt�,a" Lei V,�SL t T�f i THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. z 0 F a tt U N w 0 m 0 Q z o O D) w IL' z ��\111111�1/ '� m m N IS 0 m w 4x %t:! 3�_% U m m m t �I w 0 w w 3 0 w z z z W T VN) e' WLL W w O LLJ z0 VVVVQQ1111 Q s} z m p (p � ry J gx` C) In W o WZ Jz IM1 LLj Z_ T i � W �a�wry CQ)lJia zv odZ_ J (n Q p zm 7 O Oz Ocn r—rn� v,Z Z N WWZ Opt M zGo �� =,^�� Z L JI 0 ZxF)- U � w ¢7 wry Oz.JOQ'n T�a i Coral Industries FL300 Aluminum Curtain Wall FL 8832.2 ` ., �- f s — 1 ,a7 r a P l I� ( � ,� °`� �. I .� I i � '� � � i I � 1 I � `: � l �. a . , � : 7 f s � � ���� �� � C I � �� .�-�- . .�� �, w � � �» � I � P <� � - ��� �"� �� �IiAl } 47 z O N W p L z cI C�. IL U N W 0 4 E w w w z z w 0 WW w �CN _J W �- _d c0 �w �� zQ M N pOaaL,-N J ioa,�o aC w Q Wz Jw J z o W n z �awN NU-'t?� — 6 w Z Q� Zm Z O z � OU ) � z Od ♦ �1 \/ J Z V)o z Ww �co zap v 00 0NJN z 2to y � JZX=N O mVu� wN OJOaO